Programma: TELSPA 5.1         data: 24/03/2017     ora: 19:28
File dati: C:\Users\ASUS\Desktop\APPARTATA\Tel_Analisi_Modale.txt


"Analisi telaio spaziale"



DATI GEOMETRICI DELL'INSIEME SPAZIALE

telaio   tipo    x (m)     y (m)   angolo (gradi)

   1       R     0.15       0.35          0.00
   2       R     0.15       5.65          0.00
   3       R     0.15      10.35          0.00
   4       R     0.15      15.30          0.00
   5       R    13.40      15.30          0.00
   6       R     0.15       0.35         90.00
   7       R     3.80       0.15         90.00
   8       R     8.60       0.15         90.00
   9       R    13.40       0.15         90.00
  10       R    18.60       0.35         90.00
  11       R    22.35       0.35         90.00

Non  presente il graticcio di travi di fondazione



TABELLA DEI TIPI DI SEZIONE

                   b     h     area    inerzia materiale
sezione  forma     m     m      m2        m4   

   1       R     0.30  0.50   0.1500   0.003125       1    
   2       R     0.30  0.60   0.1800   0.005400       1    
   3       R     0.30  0.70   0.2100   0.008575       1    
   4       R     0.90  0.24   0.2160   0.001037       1    
   5       R     0.30  0.50   0.1500   0.003125       1    
   6       R     0.50  0.30   0.1500   0.001125       1    
   7       R     0.30  0.70   0.2100   0.008575       1    
   8       R     0.70  0.30   0.2100   0.001575       1    
   9       R     0.30  3.65   1.0950   1.215678       1    
  10       R     0.30  4.80   1.4400   2.764800       1    
  11       R     0.30  5.20   1.5600   3.515200       1    
  12       R     0.30  3.75   1.1250   1.318359       1    
  13       R     0.30  5.30   1.5900   3.721925       1    
  14       R     0.30  4.70   1.4100   2.595575       1    
  15       R     0.30  4.95   1.4850   3.032184       1    
  16       R     5.30  0.30   1.5900   0.011925       1    
  17       R     4.95  0.30   1.4850   0.011138       1    
  18       R     4.70  0.30   1.4100   0.010575       1    
  19       R     0.30  3.60   1.0800   1.166400       1    
  20       R     3.65  0.30   1.0950   0.008213       1    



Materiale      Modulo E [N/mm2]    Modulo G [N/mm2]    Coeff. di Poisson ni
    1                31500               14318                    0.10     



TELAIO N.1

ALTEZZA DEI PIANI

piano     altezza (m)

  7         3.20
  6         3.20
  5         3.20
  4         3.20
  3         3.20
  2         3.20
  1         3.60



LUCI E SEZIONI DELLE TRAVI

 campata   luce  piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
             m               m     m       m4                m     m       m4  

 19 - 20   3.65    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1   19  0.30  3.60  1.166400

 20 - 21   4.80    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1   19  0.30  3.60  1.166400

 21 - 22   4.80    7    4  0.90  0.24  0.001037    6    4  0.90  0.24  0.001037
                   5    4  0.90  0.24  0.001037    4    4  0.90  0.24  0.001037
                   3    4  0.90  0.24  0.001037    2    4  0.90  0.24  0.001037
                   1   19  0.30  3.60  1.166400

 22 - 23   5.20    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1   19  0.30  3.60  1.166400

 23 - 24   3.75    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1   19  0.30  3.60  1.166400




SEZIONI DEI PILASTRI

pilastro         piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
                             m     m       m4                m     m       m4  

   19              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   16  5.30  0.30  0.011925

   20              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    9  0.30  3.65  1.215678

   21              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1   10  0.30  4.80  2.764800

   22              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1   10  0.30  4.80  2.764800

   23              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   11  0.30  5.20  3.515200

   24              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   12  0.30  3.75  1.318359




CORRISPONDENZA TRA TRAVERSI ED IMPALCATI

traverso       impalcato
    7              7
    6              6
    5              5
    4              4
    3              3
    2              2
    1              1



TELAIO N.2

ALTEZZA DEI PIANI

piano     altezza (m)

  7         3.20
  6         3.20
  5         3.20
  4         3.20
  3         3.20
  2         3.20
  1         3.60



LUCI E SEZIONI DELLE TRAVI

 campata   luce  piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
             m               m     m       m4                m     m       m4  

 13 - 14   3.65    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    3  0.30  0.70  0.008575

 14 - 15   4.80    7    4  0.90  0.24  0.001037    6    4  0.90  0.24  0.001037
                   5    4  0.90  0.24  0.001037    4    4  0.90  0.24  0.001037
                   3    4  0.90  0.24  0.001037    2    4  0.90  0.24  0.001037
                   1    4  0.90  0.24  0.001037

 15 - 16   4.80    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    3  0.30  0.70  0.008575

 16 - 17   5.20    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    3  0.30  0.70  0.008575

 17 - 18   3.75    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    3  0.30  0.70  0.008575




SEZIONI DEI PILASTRI

pilastro         piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
                             m     m       m4                m     m       m4  

   13              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   18  4.70  0.30  0.010575

   14              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1    8  0.70  0.30  0.001575

   15              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    7  0.30  0.70  0.008575

   16              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    7  0.30  0.70  0.008575

   17              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1    8  0.70  0.30  0.001575

   18              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    7  0.30  0.70  0.008575




CORRISPONDENZA TRA TRAVERSI ED IMPALCATI

traverso       impalcato
    7              7
    6              6
    5              5
    4              4
    3              3
    2              2
    1              1



TELAIO N.3

ALTEZZA DEI PIANI

piano     altezza (m)

  7         3.20
  6         3.20
  5         3.20
  4         3.20
  3         3.20
  2         3.20
  1         3.60



LUCI E SEZIONI DELLE TRAVI

 campata   luce  piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
             m               m     m       m4                m     m       m4  

  7 -  8   3.65    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    3  0.30  0.70  0.008575

  8 -  9   4.80    7    4  0.90  0.24  0.001037    6    4  0.90  0.24  0.001037
                   5    4  0.90  0.24  0.001037    4    4  0.90  0.24  0.001037
                   3    4  0.90  0.24  0.001037    2    4  0.90  0.24  0.001037
                   1    4  0.90  0.24  0.001037

  9 - 10   4.80    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1   19  0.30  3.60  1.166400

 10 - 11   5.20    7    4  0.90  0.24  0.001037    6    4  0.90  0.24  0.001037
                   5    4  0.90  0.24  0.001037    4    4  0.90  0.24  0.001037
                   3    4  0.90  0.24  0.001037    2    4  0.90  0.24  0.001037
                   1    4  0.90  0.24  0.001037

 11 - 12   3.75    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    3  0.30  0.70  0.008575




SEZIONI DEI PILASTRI

pilastro         piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
                             m     m       m4                m     m       m4  

    7              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    7  0.30  0.70  0.008575

    8              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    7  0.30  0.70  0.008575

    9              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   17  4.95  0.30  0.011138

   10              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   17  4.95  0.30  0.011138

   11              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    7  0.30  0.70  0.008575

   12              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    7  0.30  0.70  0.008575




CORRISPONDENZA TRA TRAVERSI ED IMPALCATI

traverso       impalcato
    7              7
    6              6
    5              5
    4              4
    3              3
    2              2
    1              1



TELAIO N.4

ALTEZZA DEI PIANI

piano     altezza (m)

  7         3.20
  6         3.20
  5         3.20
  4         3.20
  3         3.20
  2         3.20
  1         3.60



LUCI E SEZIONI DELLE TRAVI

 campata   luce  piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
             m               m     m       m4                m     m       m4  

  1 -  2   3.65    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1   19  0.30  3.60  1.166400

  2 -  3   4.80    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1   19  0.30  3.60  1.166400




SEZIONI DEI PILASTRI

pilastro         piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
                             m     m       m4                m     m       m4  

    1              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    9  0.30  3.65  1.215678

    2              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1    9  0.30  3.65  1.215678

    3              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1   10  0.30  4.80  2.764800




CORRISPONDENZA TRA TRAVERSI ED IMPALCATI

traverso       impalcato
    7              7
    6              6
    5              5
    4              4
    3              3
    2              2
    1              1



TELAIO N.5

ALTEZZA DEI PIANI

piano     altezza (m)

  7         3.20
  6         3.20
  5         3.20
  4         3.20
  3         3.20
  2         3.20
  1         3.60



LUCI E SEZIONI DELLE TRAVI

 campata   luce  piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
             m               m     m       m4                m     m       m4  

  4 -  5   5.20    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    9  0.30  3.65  1.215678

  5 -  6   3.75    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    9  0.30  3.65  1.215678




SEZIONI DEI PILASTRI

pilastro         piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
                             m     m       m4                m     m       m4  

    4              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1   11  0.30  5.20  3.515200

    5              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   12  0.30  3.75  1.318359

    6              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   17  4.95  0.30  0.011138




CORRISPONDENZA TRA TRAVERSI ED IMPALCATI

traverso       impalcato
    7              7
    6              6
    5              5
    4              4
    3              3
    2              2
    1              1



TELAIO N.6

ALTEZZA DEI PIANI

piano     altezza (m)

  7         3.20
  6         3.20
  5         3.20
  4         3.20
  3         3.20
  2         3.20
  1         3.60



LUCI E SEZIONI DELLE TRAVI

 campata   luce  piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
             m               m     m       m4                m     m       m4  

 19 - 13   5.30    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    9  0.30  3.65  1.215678

 13 -  7   4.70    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    9  0.30  3.65  1.215678

  7 -  1   4.95    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    9  0.30  3.65  1.215678




SEZIONI DEI PILASTRI

pilastro         piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
                             m     m       m4                m     m       m4  

   19              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1   13  0.30  5.30  3.721925

   13              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1   14  0.30  4.70  2.595575

    7              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1    8  0.70  0.30  0.001575

    1              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   20  3.65  0.30  0.008213




CORRISPONDENZA TRA TRAVERSI ED IMPALCATI

traverso       impalcato
    7              7
    6              6
    5              5
    4              4
    3              3
    2              2
    1              1



TELAIO N.7

ALTEZZA DEI PIANI

piano     altezza (m)

  7         3.20
  6         3.20
  5         3.20
  4         3.20
  3         3.20
  2         3.20
  1         3.60



LUCI E SEZIONI DELLE TRAVI

 campata   luce  piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
             m               m     m       m4                m     m       m4  

 20 - 14   5.30    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    3  0.30  0.70  0.008575

 14 -  8   4.70    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    3  0.30  0.70  0.008575

  8 -  2   4.95    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    3  0.30  0.70  0.008575




SEZIONI DEI PILASTRI

pilastro         piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
                             m     m       m4                m     m       m4  

   20              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   20  3.65  0.30  0.008213

   14              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    7  0.30  0.70  0.008575

    8              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1    8  0.70  0.30  0.001575

    2              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    7  0.30  0.70  0.008575




CORRISPONDENZA TRA TRAVERSI ED IMPALCATI

traverso       impalcato
    7              7
    6              6
    5              5
    4              4
    3              3
    2              2
    1              1



TELAIO N.8

ALTEZZA DEI PIANI

piano     altezza (m)

  7         3.20
  6         3.20
  5         3.20
  4         3.20
  3         3.20
  2         3.20
  1         3.60



LUCI E SEZIONI DELLE TRAVI

 campata   luce  piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
             m               m     m       m4                m     m       m4  

 21 - 15   5.30    7    4  0.90  0.24  0.001037    6    4  0.90  0.24  0.001037
                   5    4  0.90  0.24  0.001037    4    4  0.90  0.24  0.001037
                   3    4  0.90  0.24  0.001037    2    4  0.90  0.24  0.001037
                   1    4  0.90  0.24  0.001037

 15 -  9   4.70    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    3  0.30  0.70  0.008575

  9 -  3   4.95    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1   19  0.30  3.60  1.166400




SEZIONI DEI PILASTRI

pilastro         piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
                             m     m       m4                m     m       m4  

   21              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   18  4.70  0.30  0.010575

   15              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1    8  0.70  0.30  0.001575

    9              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1   15  0.30  4.95  3.032184

    3              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   18  4.70  0.30  0.010575




CORRISPONDENZA TRA TRAVERSI ED IMPALCATI

traverso       impalcato
    7              7
    6              6
    5              5
    4              4
    3              3
    2              2
    1              1



TELAIO N.9

ALTEZZA DEI PIANI

piano     altezza (m)

  7         3.20
  6         3.20
  5         3.20
  4         3.20
  3         3.20
  2         3.20
  1         3.60



LUCI E SEZIONI DELLE TRAVI

 campata   luce  piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
             m               m     m       m4                m     m       m4  

 22 - 16   5.30    7    4  0.90  0.24  0.001037    6    4  0.90  0.24  0.001037
                   5    4  0.90  0.24  0.001037    4    4  0.90  0.24  0.001037
                   3    4  0.90  0.24  0.001037    2    4  0.90  0.24  0.001037
                   1    4  0.90  0.24  0.001037

 16 - 10   4.70    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    3  0.30  0.70  0.008575

 10 -  4   4.95    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1   19  0.30  3.60  1.166400




SEZIONI DEI PILASTRI

pilastro         piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
                             m     m       m4                m     m       m4  

   22              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   18  4.70  0.30  0.010575

   16              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1    8  0.70  0.30  0.001575

   10              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1   15  0.30  4.95  3.032184

    4              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1   18  4.70  0.30  0.010575




CORRISPONDENZA TRA TRAVERSI ED IMPALCATI

traverso       impalcato
    7              7
    6              6
    5              5
    4              4
    3              3
    2              2
    1              1



TELAIO N.10

ALTEZZA DEI PIANI

piano     altezza (m)

  7         3.20
  6         3.20
  5         3.20
  4         3.20
  3         3.20
  2         3.20
  1         3.60



LUCI E SEZIONI DELLE TRAVI

 campata   luce  piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
             m               m     m       m4                m     m       m4  

 23 - 17   5.30    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    3  0.30  0.70  0.008575

 17 - 11   4.70    7    4  0.90  0.24  0.001037    6    4  0.90  0.24  0.001037
                   5    4  0.90  0.24  0.001037    4    4  0.90  0.24  0.001037
                   3    4  0.90  0.24  0.001037    2    4  0.90  0.24  0.001037
                   1    4  0.90  0.24  0.001037

 11 -  5   4.95    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1    3  0.30  0.70  0.008575




SEZIONI DEI PILASTRI

pilastro         piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
                             m     m       m4                m     m       m4  

   23              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    7  0.30  0.70  0.008575

   17              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    7  0.30  0.70  0.008575

   11              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1    8  0.70  0.30  0.001575

    5              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1    7  0.30  0.70  0.008575




CORRISPONDENZA TRA TRAVERSI ED IMPALCATI

traverso       impalcato
    7              7
    6              6
    5              5
    4              4
    3              3
    2              2
    1              1



TELAIO N.11

ALTEZZA DEI PIANI

piano     altezza (m)

  7         3.20
  6         3.20
  5         3.20
  4         3.20
  3         3.20
  2         3.20
  1         3.60



LUCI E SEZIONI DELLE TRAVI

 campata   luce  piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
             m               m     m       m4                m     m       m4  

 24 - 18   5.30    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1   19  0.30  3.60  1.166400

 18 - 12   4.70    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1   19  0.30  3.60  1.166400

 12 -  6   4.95    7    1  0.30  0.50  0.003125    6    2  0.30  0.60  0.005400
                   5    2  0.30  0.60  0.005400    4    3  0.30  0.70  0.008575
                   3    3  0.30  0.70  0.008575    2    3  0.30  0.70  0.008575
                   1   19  0.30  3.60  1.166400




SEZIONI DEI PILASTRI

pilastro         piano sez.  b     h    inerzia  piano sez.  b     h    inerzia
                             m     m       m4                m     m       m4  

   24              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1   13  0.30  5.30  3.721925

   18              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1    8  0.70  0.30  0.001575

   12              7    8  0.70  0.30  0.001575    6    8  0.70  0.30  0.001575
                   5    8  0.70  0.30  0.001575    4    8  0.70  0.30  0.001575
                   3    8  0.70  0.30  0.001575    2    8  0.70  0.30  0.001575
                   1    8  0.70  0.30  0.001575

    6              7    7  0.30  0.70  0.008575    6    7  0.30  0.70  0.008575
                   5    7  0.30  0.70  0.008575    4    7  0.30  0.70  0.008575
                   3    7  0.30  0.70  0.008575    2    7  0.30  0.70  0.008575
                   1   15  0.30  4.95  3.032184




CORRISPONDENZA TRA TRAVERSI ED IMPALCATI

traverso       impalcato
    7              7
    6              6
    5              5
    4              4
    3              3
    2              2
    1              1



SCHEMA DI CARICO N. 1      Carichi verticali massimi (senza sisma)



TELAIO N. 1 - schema di carico n. 1



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 19 - 20    7     -12.8     6     -28.3     5     -28.3     4     -29.3 
            3     -29.3     2     -16.6     1     -16.6 

 20 - 21    7     -12.8     6     -28.3     5     -28.3     4     -29.3 
            3     -29.3     2     -16.6     1     -16.6 

 21 - 22    7     -12.6     6     -18.7     5     -18.7     4     -18.7 
            3     -18.7     2     -10.2     1     -10.2 

 22 - 23    7     -11.4     6     -26.3     5     -26.3     4     -27.3 
            3     -27.3     2     -16.6     1     -16.6 

 23 - 24    7     -11.4     6     -26.3     5     -26.3     4     -27.3 
            3     -27.3     2     -16.6     1     -16.6 




TELAIO N. 2 - schema di carico n. 1



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 13 - 14    7     -12.0     6     -14.6     5     -14.6     4     -10.8 
            3     -10.8     2     -15.6     1     -15.6 

 14 - 15    7     -14.4     6     -16.0     5     -16.0     4     -16.0 
            3     -16.0     2     -16.0     1     -16.0 

 15 - 16    7     -42.5     6     -44.2     5     -44.2     4     -45.2 
            3     -45.2     2     -45.2     1     -45.2 

 16 - 17    7     -12.0     6     -14.6     5     -14.6     4     -15.6 
            3     -15.6     2     -15.6     1     -15.6 

 17 - 18    7     -12.0     6     -14.6     5     -14.6     4     -15.6 
            3     -15.6     2     -15.6     1     -15.6 




TELAIO N. 3 - schema di carico n. 1



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

  7 -  8    7     -12.0     6     -14.6     5     -14.6     4     -15.6 
            3     -15.6     2     -15.6     1     -15.6 

  8 -  9    7     -14.4     6     -16.0     5     -16.0     4     -16.0 
            3     -16.0     2     -16.0     1     -16.0 

  9 - 10    7     -40.2     6     -54.4     5     -54.4     4     -55.3 
            3     -55.3     2     -45.3     1     -45.3 

 10 - 11    7     -14.4     6     -16.0     5     -16.0     4     -16.0 
            3     -16.0     2     -16.0     1     -16.0 

 11 - 12    7     -12.0     6     -14.6     5     -14.6     4     -15.6 
            3     -15.6     2     -15.6     1     -15.6 




TELAIO N. 4 - schema di carico n. 1



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

  1 -  2    7     -11.4     6     -26.3     5     -26.3     4     -27.3 
            3     -27.3     2     -16.6     1     -16.6 

  2 -  3    7     -10.3     6     -23.4     5     -23.4     4     -24.4 
            3     -24.4     2     -16.6     1     -16.6 




TELAIO N. 5 - schema di carico n. 1



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

  4 -  5    7      -9.8     6     -22.5     5     -22.5     4     -23.5 
            3     -23.5     2     -16.6     1     -16.6 

  5 -  6    7     -11.4     6     -26.3     5     -26.3     4     -27.3 
            3     -27.3     2     -16.6     1     -16.6 




TELAIO N. 6 - schema di carico n. 1



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 19 - 13    7     -22.0     6     -33.0     5     -33.0     4     -35.6 
            3     -35.6     2     -26.6     1     -26.6 

 13 -  7    7     -22.2     6     -32.7     5     -32.7     4     -33.6 
            3     -33.6     2     -26.6     1     -26.6 

  7 -  1    7     -23.6     6     -34.6     5     -34.6     4     -35.6 
            3     -35.6     2     -28.2     1     -28.2 




TELAIO N. 7 - schema di carico n. 1



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 20 - 14    7     -41.3     6     -49.6     5     -49.6     4     -50.6 
            3     -50.6     2     -50.6     1     -50.6 

 14 -  8    7     -39.6     6     -47.6     5     -47.6     4     -48.5 
            3     -48.5     2     -48.5     1     -48.5 

  8 -  2    7     -46.6     6     -56.0     5     -56.0     4     -57.0 
            3     -57.0     2     -57.0     1     -57.0 




TELAIO N. 8 - schema di carico n. 1



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 21 - 15    7     -45.5     6     -53.3     5     -53.3     4     -53.3 
            3     -53.3     2     -53.3     1     -53.3 

 15 -  9    7     -43.2     6     -51.9     5     -51.9     4     -52.9 
            3     -52.9     2     -52.9     1     -52.9 

  9 -  3    7     -27.3     6     -38.2     5     -38.2     4     -39.2 
            3     -39.2     2     -31.8     1     -31.8 




TELAIO N. 9 - schema di carico n. 1



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 22 - 16    7     -47.2     6     -55.2     5     -55.2     4     -55.2 
            3     -55.2     2     -55.2     1     -55.2 

 16 - 10    7     -44.8     6     -53.9     5     -53.9     4     -54.8 
            3     -54.8     2     -54.8     1     -54.8 

 10 -  4    7     -28.9     6     -39.8     5     -39.8     4     -40.8 
            3     -40.8     2     -33.4     1     -33.4 




TELAIO N. 10 - schema di carico n. 1



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 23 - 17    7     -44.9     6     -53.9     5     -53.9     4     -55.2 
            3     -55.2     2     -54.9     1     -54.9 

 17 - 11    7     -43.6     6     -51.0     5     -51.0     4     -54.8 
            3     -54.8     2     -51.0     1     -51.0 

 11 -  5    7     -48.6     6     -58.4     5     -58.4     4     -40.8 
            3     -40.8     2     -59.4     1     -59.4 




TELAIO N. 11 - schema di carico n. 1



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 24 - 18    7     -23.6     6     -33.0     5     -33.0     4     -35.6 
            3     -35.6     2     -26.6     1     -26.6 

 18 - 12    7     -22.2     6     -32.7     5     -32.7     4     -33.6 
            3     -33.6     2     -26.6     1     -26.6 

 12 -  6    7     -23.6     6     -34.6     5     -34.6     4     -35.6 
            3     -35.6     2     -28.2     1     -28.2 



RISULTATI


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7          0.061       -0.344       -0.002
    6          0.050       -0.250       -0.001
    5          0.043       -0.168        0.000
    4          0.032       -0.104        0.000
    3          0.015       -0.059        0.000
    2          0.002       -0.023        0.000
    1         -0.005        0.013       -0.001



TELAIO N. 1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.062            0.011
    6             0.050            0.007
    5             0.043            0.012
    4             0.032            0.017
    3             0.015            0.013
    2             0.002            0.007
    1            -0.005           -0.005



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7       -0.497      -0.179         6       -0.484      -0.184   
              5       -0.444      -0.177         4       -0.377      -0.162   
              3       -0.282      -0.142         2       -0.162      -0.081   
              1       -0.026      -0.013   

   20         7       -1.028      -0.037         6       -1.004      -0.038   
              5       -0.924      -0.034         4       -0.789      -0.038   
              3       -0.597      -0.032         2       -0.345      -0.018   
              1       -0.060      -0.002   

   21         7       -1.043      -0.009         6       -1.013       0.020   
              5       -0.928       0.014         4       -0.788       0.016   
              3       -0.592       0.017         2       -0.339       0.010   
              1       -0.055       0.002   

   22         7       -1.058      -0.001         6       -1.028      -0.034   
              5       -0.942      -0.026         4       -0.800      -0.032   
              3       -0.600      -0.031         2       -0.343      -0.022   
              1       -0.052       0.001   

   23         7       -1.012       0.102         6       -0.989       0.115   
              5       -0.911       0.108         4       -0.777       0.092   
              3       -0.585       0.078         2       -0.334       0.046   
              1       -0.046       0.002   

   24         7       -0.451       0.157         6       -0.440       0.164   
              5       -0.404       0.156         4       -0.345       0.143   
              3       -0.261       0.123         2       -0.153       0.071   
              1       -0.032       0.003   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 20    7       -16.46         -4.34         26.68        -20.04 
 19 - 20    6       -33.35        -15.88         56.45        -46.88 
 19 - 20    5       -32.12        -17.49         55.68        -47.66 
 19 - 20    4       -29.16        -17.43         56.65        -50.22 
 19 - 20    3       -24.23        -24.49         53.36        -53.51 
 19 - 20    2       -14.23        -13.39         30.49        -30.03 
 19 - 20    1        -9.48        205.39         89.13         28.61 

 20 - 21    7       -21.55        -26.44         29.70        -31.74 
 20 - 21    6       -50.82        -53.74         67.34        -68.55 
 20 - 21    5       -50.63        -54.66         67.11        -68.78 
 20 - 21    4       -49.48        -56.87         68.73        -71.81 
 20 - 21    3       -50.59        -56.41         69.06        -71.48 
 20 - 21    2       -28.33        -32.20         38.98        -40.60 
 20 - 21    1        47.00        -56.87         18.15        -61.43 

 21 - 22    7       -24.15        -24.28         30.31        -30.36 
 21 - 22    6       -36.23        -36.51         44.94        -45.06 
 21 - 22    5       -36.15        -36.39         44.95        -45.05 
 21 - 22    4       -36.12        -36.54         44.91        -45.09 
 21 - 22    3       -36.10        -36.56         44.90        -45.10 
 21 - 22    2       -19.58        -20.02         24.39        -24.57 
 21 - 22    1       -67.83         19.72         42.72         -6.24 

 22 - 23    7       -28.50        -19.01         31.49        -27.84 
 22 - 23    6       -60.98        -48.03         71.00        -66.02 
 22 - 23    5       -61.88        -48.15         71.15        -65.87 
 22 - 23    4       -63.09        -47.21         74.09        -67.98 
 22 - 23    3       -62.21        -49.55         73.47        -68.60 
 22 - 23    2       -36.98        -30.70         44.32        -41.90 
 22 - 23    1       -53.28         -5.21         52.35        -33.86 

 23 - 24    7        -8.77        -15.13         19.70        -23.09 
 23 - 24    6       -26.74        -30.57         48.39        -50.43 
 23 - 24    5       -27.86        -29.47         48.98        -49.84 
 23 - 24    4       -29.26        -27.29         51.75        -50.70 
 23 - 24    3       -34.77        -22.77         54.42        -48.03 
 23 - 24    2       -21.98        -13.27         33.41        -28.76 
 23 - 24    1        47.95        -67.45          0.31        -61.86 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7       -16.46         16.64        -10.34        -26.68 
    19      6       -16.71         16.47        -10.37        -83.13 
    19      5       -15.65         15.20         -9.64       -138.81 
    19      4       -13.96         13.32         -8.52       -195.46 
    19      3       -10.91          9.02         -6.23       -248.82 
    19      2        -5.21          3.13         -2.61       -279.31 
    19      1        -6.35          3.58         -2.76       -368.44 

    20      7       -17.21         17.33        -10.79        -49.74 
    20      6       -17.61         17.00        -10.81       -163.96 
    20      5       -16.15         16.69        -10.26       -278.72 
    20      4       -15.36         14.34         -9.28       -397.67 
    20      3       -11.76          9.52         -6.65       -520.24 
    20      2        -5.42          2.62         -2.51       -589.25 
    20      1      -155.76        118.82        -76.27       -578.80 

    21      7         2.29         -7.22          2.97        -62.05 
    21      6        10.29         -9.20          6.09       -175.54 
    21      5         9.30         -9.72          5.94       -289.27 
    21      4        11.03        -11.08          6.91       -406.00 
    21      3         9.24         -8.04          5.40       -522.38 
    21      2         4.58         -3.27          2.45       -587.37 
    21      1       -14.22        100.22        -31.79       -691.52 

    22      7        -4.22          9.77         -4.37        -61.86 
    22      6       -14.70         13.32         -8.76       -177.92 
    22      5       -12.18         13.21         -7.93       -294.11 
    22      4       -13.34         13.30         -8.33       -413.29 
    22      3       -12.35         10.76         -7.22       -531.85 
    22      2        -6.19          2.26         -2.64       -600.74 
    22      1       -70.73        128.47        -55.34       -659.33 

    23      7        10.24        -10.63          6.52        -47.54 
    23      6        10.66        -10.43          6.59       -161.94 
    23      5         9.86         -9.36          6.00       -276.79 
    23      4         8.59         -8.17          5.24       -396.52 
    23      3         6.62         -5.62          3.82       -519.54 
    23      2         3.10         -1.76          1.52       -594.85 
    23      1        51.40         92.68        -11.47       -629.03 

    24      7        15.13        -15.36          9.53        -23.09 
    24      6        15.21        -14.98          9.44        -73.52 
    24      5        14.49        -14.09          8.93       -123.35 
    24      4        13.21        -12.57          8.06       -174.05 
    24      3        10.19         -8.58          5.87       -222.08 
    24      2         4.69         -2.60          2.28       -250.84 
    24      1        64.86         11.97         14.69       -312.70 



TELAIO N. 2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.071            0.014
    6             0.058            0.013
    5             0.044            0.014
    4             0.030            0.015
    3             0.015            0.012
    2             0.003            0.005
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   13         7       -0.274      -0.153         6       -0.263      -0.126   
              5       -0.238      -0.124         4       -0.199      -0.105   
              3       -0.149      -0.092         2       -0.089      -0.098   
              1       -0.015      -0.041   

   14         7       -0.857      -0.181         6       -0.829      -0.136   
              5       -0.769      -0.129         4       -0.679      -0.137   
              3       -0.561      -0.123         2       -0.416      -0.082   
              1       -0.237      -0.077   

   15         7       -1.977      -0.136         6       -1.912      -0.041   
              5       -1.778      -0.062         4       -1.575      -0.056   
              3       -1.302      -0.056         2       -0.959      -0.051   
              1       -0.545      -0.063   

   16         7       -1.946       0.134         6       -1.882       0.048   
              5       -1.751       0.063         4       -1.553       0.061   
              3       -1.286       0.057         2       -0.949       0.051   
              1       -0.541       0.056   

   17         7       -0.913       0.179         6       -0.887       0.164   
              5       -0.828       0.152         4       -0.737       0.148   
              3       -0.612       0.125         2       -0.452       0.097   
              1       -0.257       0.062   

   18         7       -0.420       0.043         6       -0.408       0.025   
              5       -0.381       0.026         4       -0.338       0.031   
              3       -0.279       0.026         2       -0.205       0.023   
              1       -0.116       0.023   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 13 - 14    7       -12.97        -15.31         21.33        -22.61 
 13 - 14    6       -23.41        -10.00         30.37        -23.03 
 13 - 14    5       -21.75        -11.23         29.58        -23.82 
 13 - 14    4       -18.89         -9.85         22.19        -17.23 
 13 - 14    3       -16.90        -11.68         21.14        -18.28 
 13 - 14    2       -15.83        -16.49         28.29        -28.65 
 13 - 14    1       -20.86        -19.01         28.98        -27.96 

 14 - 15    7       -30.37        -24.28         35.80        -33.27 
 14 - 15    6       -35.70        -24.49         40.76        -36.09 
 14 - 15    5       -34.95        -25.61         40.37        -36.48 
 14 - 15    4       -33.86        -26.51         39.95        -36.89 
 14 - 15    3       -32.94        -27.64         39.53        -37.32 
 14 - 15    2       -32.43        -28.62         39.22        -37.63 
 14 - 15    1       -30.43        -30.86         38.33        -38.51 

 15 - 16    7       -75.02        -76.94        101.50       -102.30 
 15 - 16    6       -81.23        -82.35        105.94       -106.41 
 15 - 16    5       -79.43        -81.60        105.72       -106.63 
 15 - 16    4       -79.60        -80.79        108.26       -108.75 
 15 - 16    3       -79.45        -81.38        108.10       -108.91 
 15 - 16    2       -80.38        -81.83        108.20       -108.81 
 15 - 16    1       -78.77        -81.43        107.95       -109.06 

 16 - 17    7       -21.48        -31.07         29.46        -33.15 
 16 - 17    6       -12.43        -45.89         31.60        -44.47 
 16 - 17    5       -16.27        -43.85         32.73        -43.34 
 16 - 17    4       -14.35        -46.99         34.28        -46.84 
 16 - 17    3       -19.61        -43.66         35.93        -45.19 
 16 - 17    2       -25.95        -39.49         37.96        -43.16 
 16 - 17    1       -36.30        -33.46         41.11        -40.01 

 17 - 18    7       -14.47        -20.88         20.87        -24.28 
 17 - 18    6       -14.47        -32.50         22.62        -32.24 
 17 - 18    5       -14.56        -31.14         23.01        -31.85 
 17 - 18    4       -19.25        -34.17         25.27        -33.23 
 17 - 18    3       -19.78        -30.99         26.26        -32.24 
 17 - 18    2       -21.16        -26.16         27.92        -30.58 
 17 - 18    1       -23.10        -19.05         30.33        -28.17 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    13      7       -12.97         12.14         -7.85        -21.33 
    13      6       -11.27         11.21         -7.02        -51.71 
    13      5       -10.54          9.96         -6.41        -81.29 
    13      4        -8.93          8.51         -5.45       -103.47 
    13      3        -8.39          8.59         -5.31       -124.62 
    13      2        -7.23          5.46         -3.97       -152.90 
    13      1       -15.40          7.79         -6.44       -181.88 

    14      7       -15.06         13.65         -8.97        -58.42 
    14      6       -12.05         11.85         -7.47       -122.20 
    14      5       -11.87         12.12         -7.50       -186.39 
    14      4       -11.89         11.43         -7.29       -243.58 
    14      3        -9.83          8.58         -5.75       -301.39 
    14      2        -7.36          7.17         -4.54       -369.25 
    14      1        -4.24          2.14         -1.77       -435.55 

    15      7       -50.74         34.62        -26.68       -134.77 
    15      6       -22.13         25.71        -14.95       -276.80 
    15      5       -28.11         27.09        -17.25       -419.00 
    15      4       -26.00         26.07        -16.27       -564.15 
    15      3       -25.74         24.80        -15.79       -709.58 
    15      2       -26.96         28.97        -17.48       -855.41 
    15      1       -18.93          9.54         -7.91      -1001.87 

    16      7        55.46        -40.98         30.14       -131.76 
    16      6        28.94        -31.45         18.87       -269.78 
    16      5        33.87        -33.64         21.10       -409.14 
    16      4        32.80        -32.09         20.28       -552.17 
    16      3        29.68        -28.55         18.20       -697.01 
    16      2        27.32        -28.33         17.39       -843.78 
    16      1        16.81         -8.33          6.98       -993.94 

    17      7        16.59        -16.14         10.23        -54.02 
    17      6        15.28        -14.89          9.43       -121.11 
    17      5        14.40        -14.28          8.96       -187.46 
    17      4        13.47        -12.77          8.20       -259.57 
    17      3        11.11        -10.25          6.67       -331.02 
    17      2         8.08         -6.98          4.71       -402.10 
    17      1         3.38         -1.68          1.40       -472.44 

    18      7        20.88        -17.74         12.07        -24.28 
    18      6        14.76        -14.98          9.29        -56.52 
    18      5        16.16        -16.98         10.36        -88.37 
    18      4        17.19        -16.45         10.51       -121.60 
    18      3        14.54        -13.92          8.89       -153.84 
    18      2        12.25        -12.30          7.67       -184.43 
    18      1         6.75         -3.30          2.79       -212.60 



TELAIO N. 3


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.080            0.016
    6             0.064            0.019
    5             0.045            0.017
    4             0.028            0.013
    3             0.015            0.010
    2             0.004            0.003
    1             0.002            0.002



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    7         7       -0.456      -0.050         6       -0.443      -0.034   
              5       -0.414      -0.034         4       -0.368      -0.039   
              3       -0.304      -0.034         2       -0.223      -0.027   
              1       -0.126      -0.024   

    8         7       -0.795      -0.055         6       -0.770      -0.034   
              5       -0.717      -0.035         4       -0.636      -0.036   
              3       -0.527      -0.030         2       -0.390      -0.022   
              1       -0.223      -0.018   

    9         7       -1.683      -0.368         6       -1.620      -0.275   
              5       -1.475      -0.290         4       -1.249      -0.243   
              3       -0.940      -0.249         2       -0.548      -0.187   
              1       -0.085      -0.003   

   10         7       -1.726       0.333         6       -1.661       0.248   
              5       -1.513       0.264         4       -1.281       0.222   
              3       -0.964       0.230         2       -0.562       0.172   
              1       -0.087       0.002   

   11         7       -0.839       0.056         6       -0.812       0.028   
              5       -0.756       0.030         4       -0.671       0.033   
              3       -0.556       0.028         2       -0.411       0.023   
              1       -0.236       0.022   

   12         7       -0.476       0.044         6       -0.464       0.026   
              5       -0.433       0.026         4       -0.385       0.034   
              3       -0.318       0.029         2       -0.233       0.025   
              1       -0.131       0.024   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  7 -  8    7       -20.08         -6.93         25.58        -18.37 
  7 -  8    6       -31.70         -0.77         35.17        -18.23 
  7 -  8    5       -29.80         -2.72         34.12        -19.28 
  7 -  8    4       -33.02         -1.19         37.19        -19.75 
  7 -  8    3       -30.10         -3.95         35.63        -21.31 
  7 -  8    2       -26.14         -7.78         33.50        -23.44 
  7 -  8    1       -19.34        -14.40         29.82        -27.12 

  8 -  9    7       -28.69        -30.83         34.09        -34.98 
  8 -  9    6       -33.31        -31.44         38.81        -38.04 
  8 -  9    5       -32.30        -32.65         38.35        -38.50 
  8 -  9    4       -31.66        -32.64         38.22        -38.63 
  8 -  9    3       -30.07        -34.39         37.52        -39.33 
  8 -  9    2       -28.94        -34.77         37.21        -39.64 
  8 -  9    1       -29.03        -32.25         37.75        -39.10 

  9 - 10    7       -61.70        -63.83         95.96        -96.85 
  9 - 10    6       -84.87        -86.81        130.06       -130.87 
  9 - 10    5       -83.62        -85.90        129.99       -130.94 
  9 - 10    4       -78.67        -81.39        132.22       -133.36 
  9 - 10    3       -77.87        -80.71        132.20       -133.38 
  9 - 10    2       -65.36        -68.46        108.19       -109.49 
  9 - 10    1       -39.24        -44.28        107.79       -109.89 

 10 - 11    7       -35.06        -33.27         37.76        -37.07 
 10 - 11    6       -36.52        -38.40         41.26        -41.99 
 10 - 11    5       -37.59        -37.50         41.64        -41.61 
 10 - 11    4       -37.66        -36.86         41.78        -41.47 
 10 - 11    3       -39.26        -35.43         42.36        -40.89 
 10 - 11    2       -39.59        -34.43         42.62        -40.63 
 10 - 11    1       -37.48        -34.43         42.21        -41.04 

 11 - 12    7        -7.08        -21.77         18.66        -26.49 
 11 - 12    6         0.64        -35.10         17.90        -36.96 
 11 - 12    5        -1.41        -33.23         18.94        -35.92 
 11 - 12    4         0.20        -36.73         19.40        -39.10 
 11 - 12    3        -3.10        -33.33         21.19        -37.31 
 11 - 12    2        -8.11        -28.17         23.90        -34.60 
 11 - 12    1       -15.96        -20.27         28.10        -30.40 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     7      7       -20.08         17.44        -11.73        -25.58 
     7      6       -14.26         14.28         -8.92        -60.75 
     7      5       -15.52         16.30         -9.94        -94.87 
     7      4       -16.71         15.80        -10.16       -132.06 
     7      3       -14.30         13.25         -8.61       -167.69 
     7      2       -12.89         12.34         -7.88       -201.19 
     7      1        -7.00          3.38         -2.88       -231.02 

     8      7       -21.76         18.25        -12.50        -52.46 
     8      6       -14.29         14.41         -8.97       -109.50 
     8      5       -15.17         15.40         -9.55       -167.13 
     8      4       -15.07         13.97         -9.08       -225.10 
     8      3       -12.14         10.94         -7.21       -283.93 
     8      2       -10.22          9.46         -6.15       -344.57 
     8      1        -5.17          2.47         -2.12       -409.44 

     9      7       -30.87         27.98        -18.39       -130.95 
     9      6       -25.45         25.93        -16.06       -299.04 
     9      5       -25.04         23.60        -15.20       -467.53 
     9      4       -22.42         22.58        -14.06       -638.38 
     9      3       -20.90         18.98        -12.46       -809.91 
     9      2       -11.61          5.93         -5.48       -957.74 
     9      1        -1.06          0.38         -0.40      -1104.63 

    10      7        28.78        -26.17         17.17       -134.61 
    10      6        24.13        -24.60         15.23       -306.74 
    10      5        23.72        -22.43         14.42       -479.32 
    10      4        21.30        -21.55         13.39       -654.46 
    10      3        19.90        -18.08         11.87       -830.20 
    10      2        10.79         -5.55          5.11       -982.31 
    10      1         1.25         -0.77          0.56      -1134.41 

    11      7        26.19        -21.47         14.89        -55.73 
    11      6        17.57        -17.81         11.06       -115.62 
    11      5        18.28        -18.93         11.63       -176.17 
    11      4        18.14        -17.24         11.05       -237.05 
    11      3        15.10        -14.31          9.19       -299.13 
    11      2        12.00        -11.71          7.41       -363.66 
    11      1         6.75         -3.49          2.85       -432.80 

    12      7        21.77        -18.80         12.68        -26.49 
    12      6        16.30        -16.21         10.16        -63.45 
    12      5        17.03        -18.36         11.06        -99.37 
    12      4        18.37        -17.59         11.24       -138.47 
    12      3        15.74        -15.13          9.65       -175.78 
    12      2        13.05        -12.82          8.08       -210.38 
    12      1         7.45         -3.84          3.14       -240.78 



TELAIO N. 4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.089            0.018
    6             0.071            0.026
    5             0.046            0.019
    4             0.026            0.011
    3             0.015            0.009
    2             0.006            0.001
    1             0.005            0.005



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    1         7       -0.490      -0.044         6       -0.478      -0.048   
              5       -0.440      -0.045         4       -0.376      -0.047   
              3       -0.285      -0.041         2       -0.168      -0.022   
              1       -0.036      -0.003   

    2         7       -0.834      -0.053         6       -0.815      -0.058   
              5       -0.752      -0.056         4       -0.643      -0.047   
              3       -0.488      -0.042         2       -0.284      -0.032   
              1       -0.048      -0.001   

    3         7       -0.557       0.043         6       -0.544       0.048   
              5       -0.501       0.044         4       -0.428       0.052   
              3       -0.323       0.050         2       -0.189       0.036   
              1       -0.034       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  1 -  2    7       -20.26         -5.52         24.86        -16.78 
  1 -  2    6       -40.69        -18.77         54.09        -42.08 
  1 -  2    5       -39.49        -20.05         53.42        -42.76 
  1 -  2    4       -41.79        -18.83         56.15        -43.57 
  1 -  2    3       -36.50        -24.29         53.21        -46.51 
  1 -  2    2       -21.17        -17.03         31.39        -29.13 
  1 -  2    1       -60.92         76.24         67.84          7.32 

  2 -  3    7       -10.08        -25.47         21.47        -27.88 
  2 -  3    6       -28.11        -54.23         50.74        -61.63 
  2 -  3    5       -28.99        -53.80         51.02        -61.35 
  2 -  3    4       -26.85        -55.64         52.51        -64.51 
  2 -  3    3       -31.37        -51.85         54.25        -62.78 
  2 -  3    2       -22.02        -34.05         37.29        -42.30 
  2 -  3    1       129.35       -184.29        -25.55       -105.13 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     1      7       -20.26         20.89        -12.86        -24.86 
     1      6       -19.79         19.29        -12.21        -78.95 
     1      5       -20.20         20.59        -12.75       -132.37 
     1      4       -21.20         20.19        -12.93       -188.52 
     1      3       -16.31         13.10         -9.19       -241.73 
     1      2        -8.06          4.85         -4.04       -273.12 
     1      1       -56.06        -16.85        -10.89       -340.95 

     2      7        -4.56          4.73         -2.90        -38.25 
     2      6        -4.61          4.55         -2.86       -131.08 
     2      5        -4.39          4.11         -2.66       -224.85 
     2      4        -3.91          3.75         -2.39       -320.94 
     2      3        -3.34          3.01         -1.98       -421.70 
     2      2        -1.98          1.02         -0.94       -488.11 
     2      1        54.13        -71.95         35.02       -455.24 

     3      7        25.47        -26.39         16.21        -27.88 
     3      6        27.84        -27.13         17.18        -89.50 
     3      5        26.67        -27.93         17.06       -150.86 
     3      4        27.71        -27.45         17.24       -215.37 
     3      3        24.40        -21.97         14.49       -278.14 
     3      2        12.09         -6.02          5.66       -320.44 
     3      1       178.27       -191.22        102.63       -425.58 



TELAIO N. 5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.089            0.018
    6             0.071            0.026
    5             0.046            0.019
    4             0.026            0.011
    3             0.015            0.009
    2             0.006            0.001
    1             0.005            0.005



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    4         7       -0.567      -0.056         6       -0.554      -0.067   
              5       -0.509      -0.063         4       -0.435      -0.065   
              3       -0.328      -0.062         2       -0.190      -0.044   
              1       -0.031      -0.003   

    5         7       -0.915       0.052         6       -0.894       0.058   
              5       -0.825       0.056         4       -0.706       0.047   
              3       -0.536       0.041         2       -0.312       0.036   
              1       -0.052       0.000   

    6         7       -0.453       0.148         6       -0.442       0.157   
              5       -0.406       0.150         4       -0.345       0.140   
              3       -0.259       0.123         2       -0.150       0.069   
              1       -0.026       0.011   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  4 -  5    7       -27.42        -12.71         28.33        -22.68 
  4 -  5    6       -58.56        -34.61         63.08        -53.87 
  4 -  5    5       -57.97        -35.61         62.77        -54.17 
  4 -  5    4       -60.39        -33.68         66.13        -55.86 
  4 -  5    3       -56.82        -38.20         64.58        -57.41 
  4 -  5    2       -39.21        -27.16         45.43        -40.79 
  4 -  5    1      -128.93         98.07         86.76          0.55 

  5 -  6    7        -7.18        -14.54         19.43        -23.36 
  5 -  6    6       -22.81        -29.96         47.50        -51.31 
  5 -  6    5       -24.15        -29.08         48.09        -50.72 
  5 -  6    4       -23.98        -26.67         50.51        -51.94 
  5 -  6    3       -29.88        -22.37         53.23        -49.22 
  5 -  6    2       -21.10        -13.01         33.25        -28.93 
  5 -  6    1       191.38         -7.85        -22.04        -84.22 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     4      7       -27.42         29.29        -17.72        -28.33 
     4      6       -29.27         28.62        -18.09        -91.41 
     4      5       -29.35         29.72        -18.46       -154.19 
     4      4       -30.67         30.03        -18.97       -220.32 
     4      3       -26.79         23.86        -15.83       -284.90 
     4      2       -15.36          8.42         -7.43       -330.32 
     4      1      -120.52        -69.53        -14.16       -417.08 

     5      7         5.53         -5.72          3.52        -42.11 
     5      6         6.07         -6.00          3.77       -143.48 
     5      5         5.46         -5.18          3.33       -245.74 
     5      4         4.52         -4.36          2.77       -352.11 
     5      3         3.96         -3.80          2.43       -462.76 
     5      2         2.26         -1.13          1.06       -536.79 
     5      1        92.18        -94.77         51.93       -514.20 

     6      7        14.54        -14.83          9.18        -23.36 
     6      6        15.13        -14.90          9.38        -74.67 
     6      5        14.17        -13.86          8.76       -125.39 
     6      4        12.81        -12.31          7.85       -177.33 
     6      3        10.06         -8.38          5.76       -226.55 
     6      2         4.63         -2.83          2.33       -255.48 
     6      1         5.02         -2.92          2.21       -339.70 



TELAIO N. 6


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.344           -0.093
    6            -0.251           -0.082
    5            -0.168           -0.065
    4            -0.104           -0.045
    3            -0.059           -0.036
    2            -0.023           -0.037
    1             0.013            0.013



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7       -0.914      -0.103         6       -0.884      -0.057   
              5       -0.808      -0.067         4       -0.687      -0.081   
              3       -0.517      -0.081         2       -0.299      -0.059   
              1       -0.045      -0.007   

   13         7       -1.601       0.020         6       -1.549       0.013   
              5       -1.419       0.015         4       -1.212       0.004   
              3       -0.922       0.009         2       -0.549       0.010   
              1       -0.112      -0.015   

    7         7       -1.729      -0.025         6       -1.675       0.004   
              5       -1.545      -0.009         4       -1.337      -0.006   
              3       -1.049      -0.021         2       -0.681      -0.028   
              1       -0.249      -0.007   

    1         7       -0.855       0.443         6       -0.827       0.331   
              5       -0.758       0.339         4       -0.648       0.300   
              3       -0.495       0.285         2       -0.302       0.226   
              1       -0.076       0.057   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 13    7       -59.00        -39.29         61.94        -54.50 
 19 - 13    6       -94.89        -55.11         94.96        -79.94 
 19 - 13    5       -91.83        -57.39         93.95        -80.95 
 19 - 13    4       -97.30        -60.55        101.19        -87.33 
 19 - 13    3       -91.03        -66.35         98.92        -89.60 
 19 - 13    2       -65.79        -51.79         73.13        -67.85 
 19 - 13    1      -201.75        -35.26        101.90        -39.08 

 13 -  7    7       -44.96        -38.66         53.51        -50.83 
 13 -  7    6       -68.14        -52.86         80.05        -73.55 
 13 -  7    5       -67.54        -54.52         79.57        -74.03 
 13 -  7    4       -71.31        -53.67         82.83        -75.33 
 13 -  7    3       -70.86        -56.47         82.14        -76.02 
 13 -  7    2       -57.67        -44.58         65.29        -59.73 
 13 -  7    1      -879.62        906.06        442.44        317.42 

  7 -  1    7       -42.79        -35.03         60.00        -56.87 
  7 -  1    6       -58.56        -60.22         85.30        -85.97 
  7 -  1    5       -59.98        -57.38         86.16        -85.11 
  7 -  1    4       -58.51        -53.39         89.07        -87.00 
  7 -  1    3       -62.48        -49.34         90.69        -85.38 
  7 -  1    2       -51.01        -36.49         72.73        -66.86 
  7 -  1    1       903.61        -27.44       -118.29       -257.88 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7       -59.00         51.31        -34.47        -61.94 
    19      6       -43.58         45.24        -27.76       -156.90 
    19      5       -46.59         49.06        -29.89       -250.85 
    19      4       -48.24         48.16        -30.12       -352.04 
    19      3       -42.87         39.07        -25.61       -450.96 
    19      2       -26.72         18.00        -13.97       -524.09 
    19      1      -183.76       -264.40         22.40       -625.99 

    13      7        -5.68          6.94         -3.94       -108.01 
    13      6        -6.09          5.69         -3.68       -268.00 
    13      5        -4.47          6.43         -3.41       -428.52 
    13      4        -4.33          3.47         -2.44       -598.68 
    13      3        -1.04          0.88         -0.60       -770.42 
    13      2        -5.00          9.11         -4.41       -903.56 
    13      1      -835.25        169.17       -279.01      -1385.08 

     7      7        -4.13          3.25         -2.31       -110.83 
     7      6        -2.45          2.84         -1.65       -269.68 
     7      5        -2.62          2.52         -1.60       -429.86 
     7      4        -2.31          2.79         -1.59       -594.26 
     7      3        -3.21          3.42         -2.07       -760.97 
     7      2        -3.01          2.36         -1.68       -893.42 
     7      1        -0.09         -0.11          0.01       -457.70 

     1      7        35.03        -31.56         20.81        -56.87 
     1      6        28.66        -28.92         17.99       -142.84 
     1      5        28.46        -27.24         17.41       -227.95 
     1      4        26.15        -25.69         16.20       -314.95 
     1      3        23.65        -21.80         14.20       -400.33 
     1      2        14.69         -9.47          7.55       -467.20 
     1      1        17.97         -9.77          7.70       -725.08 



TELAIO N. 7


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.350           -0.095
    6            -0.256           -0.087
    5            -0.169           -0.067
    4            -0.102           -0.043
    3            -0.059           -0.035
    2            -0.024           -0.035
    1             0.011            0.011



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   20         7       -1.398      -0.875         6       -1.346      -0.527   
              5       -1.227      -0.568         4       -1.043      -0.528   
              3       -0.793      -0.504         2       -0.476      -0.486   
              1       -0.096      -0.275   

   14         7       -3.270       0.066         6       -3.170       0.008   
              5       -2.956       0.027         4       -2.624       0.001   
              3       -2.174       0.008         2       -1.603       0.020   
              1       -0.911       0.014   

    8         7       -3.227      -0.019         6       -3.129       0.048   
              5       -2.917       0.023         4       -2.590       0.043   
              3       -2.146       0.023         2       -1.585       0.000   
              1       -0.904      -0.036   

    2         7       -2.002       0.280         6       -1.944       0.141   
              5       -1.812       0.163         4       -1.608       0.159   
              3       -1.330       0.147         2       -0.978       0.132   
              1       -0.554       0.146   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 20 - 14    7       -73.37        -84.89        107.19       -111.54 
 20 - 14    6      -115.35        -82.58        137.65       -125.28 
 20 - 14    5      -107.67        -86.41        135.48       -127.46 
 20 - 14    4      -101.97        -80.91        138.01       -130.06 
 20 - 14    3       -96.20        -88.42        135.51       -132.57 
 20 - 14    2       -86.42        -98.83        131.70       -136.38 
 20 - 14    1      -110.85        -96.45        136.75       -131.32 

 14 -  8    7       -76.38        -72.85         93.74        -92.24 
 14 -  8    6       -90.29        -81.99        113.56       -110.02 
 14 -  8    5       -91.32        -84.05        113.34       -110.24 
 14 -  8    4       -91.98        -81.85        116.25       -111.94 
 14 -  8    3       -91.81        -85.26        115.49       -112.70 
 14 -  8    2       -92.64        -88.35        115.01       -113.18 
 14 -  8    1       -88.08        -96.45        112.31       -115.87 

  8 -  2    7       -75.32       -103.29        109.81       -121.11 
  8 -  2    6       -81.25       -141.18        126.59       -150.81 
  8 -  2    5       -82.81       -136.43        127.87       -149.53 
  8 -  2    4       -78.24       -142.00        128.22       -153.98 
  8 -  2    3       -83.37       -135.89        130.49       -151.71 
  8 -  2    2       -90.75       -127.68        133.64       -148.56 
  8 -  2    1      -101.42       -111.50        139.06       -143.14 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    20      7       -73.37         62.55        -42.47       -107.19 
    20      6       -52.80         54.10        -33.41       -244.84 
    20      5       -53.57         52.33        -33.09       -380.32 
    20      4       -49.64         48.88        -30.79       -518.33 
    20      3       -47.32         46.76        -29.40       -653.83 
    20      2       -39.67         33.13        -22.75       -785.53 
    20      1       -77.72         38.22        -32.21       -922.28 

    14      7         8.51          1.17          2.29       -205.28 
    14      6        -6.54          3.44         -3.12       -444.12 
    14      5        -1.48          5.84         -2.29       -684.91 
    14      4        -5.24          3.99         -2.88       -931.22 
    14      3         0.59         -2.59          0.99      -1179.28 
    14      2         3.60         -2.69          1.97      -1430.66 
    14      1         5.69         -3.52          2.56      -1674.29 

     8      7        -2.47          0.40         -0.90       -202.05 
     8      6         1.14         -0.39          0.48       -438.66 
     8      5         0.85         -1.47          0.73       -676.77 
     8      4         2.14         -1.49          1.13       -916.93 
     8      3         0.40          0.29          0.04      -1160.12 
     8      2        -2.11          3.23         -1.67      -1406.94 
     8      1        -1.73          0.74         -0.69      -1661.87 

     2      7       103.29        -79.83         57.22       -121.11 
     2      6        61.35        -65.12         39.52       -271.91 
     2      5        71.31        -70.52         44.32       -421.44 
     2      4        71.48        -69.51         44.06       -575.42 
     2      3        66.38        -63.90         40.71       -727.14 
     2      2        63.78        -66.20         40.62       -875.70 
     2      1        45.30        -23.32         19.06      -1018.83 



TELAIO N. 8


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.359           -0.097
    6            -0.263           -0.093
    5            -0.170           -0.069
    4            -0.100           -0.041
    3            -0.059           -0.034
    2            -0.025           -0.033
    1             0.008            0.008



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   21         7       -1.463      -1.214         6       -1.405      -0.515   
              5       -1.278      -0.668         4       -1.081      -0.643   
              3       -0.816      -0.626         2       -0.481      -0.717   
              1       -0.079      -0.244   

   15         7       -3.426       0.302         6       -3.319       0.198   
              5       -3.090       0.211         4       -2.739       0.215   
              3       -2.266       0.211         2       -1.669       0.200   
              1       -0.949       0.216   

    9         7       -2.268       0.109         6       -2.185       0.085   
              5       -1.992       0.076         4       -1.691       0.083   
              3       -1.277       0.060         2       -0.749       0.073   
              1       -0.114       0.000   

    3         7       -0.920       0.526         6       -0.889       0.394   
              5       -0.810       0.397         4       -0.686       0.346   
              3       -0.516       0.316         2       -0.301       0.228   
              1       -0.052       0.021   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 21 - 15    7       -94.10       -100.46        119.51       -121.91 
 21 - 15    6      -127.82       -112.87        144.04       -138.40 
 21 - 15    5      -123.52       -115.13        142.80       -139.64 
 21 - 15    4      -123.10       -115.81        142.59       -139.84 
 21 - 15    3      -122.02       -117.14        142.14       -140.30 
 21 - 15    2      -117.83       -120.36        140.74       -141.70 
 21 - 15    1      -127.45       -116.37        143.31       -139.13 

 15 -  9    7       -78.43        -88.70         99.33       -103.71 
 15 -  9    6       -77.96       -121.35        112.78       -131.24 
 15 -  9    5       -80.88       -120.09        113.67       -130.36 
 15 -  9    4       -79.32       -130.56        113.39       -135.19 
 15 -  9    3       -80.27       -131.88        113.31       -135.27 
 15 -  9    2       -84.24       -125.07        115.60       -132.98 
 15 -  9    1       -85.69       -133.84        114.05       -134.53 

  9 -  3    7       -52.84        -42.04         69.75        -65.39 
  9 -  3    6       -62.79        -71.98         92.69        -96.40 
  9 -  3    5       -66.43        -67.48         94.33        -94.76 
  9 -  3    4       -69.37        -61.86         98.49        -95.45 
  9 -  3    3       -77.15        -54.85        101.48        -92.46 
  9 -  3    2       -76.19        -36.80         86.69        -70.77 
  9 -  3    1       195.30        -16.22         36.00       -121.46 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    21      7       -94.10         72.43        -52.04       -119.51 
    21      6       -55.39         60.13        -36.10       -263.55 
    21      5       -63.39         62.60        -39.37       -406.35 
    21      4       -60.50         59.98        -37.65       -548.94 
    21      3       -62.04         64.85        -39.65       -691.08 
    21      2       -52.98         38.32        -28.53       -831.82 
    21      1       -89.13         43.98        -36.97       -975.13 

    15      7        22.04        -18.81         12.76       -221.24 
    15      6        16.10        -16.52         10.19       -472.42 
    15      5        17.74        -17.84         11.12       -725.73 
    15      4        18.65        -18.55         11.63       -978.96 
    15      3        18.33        -17.98         11.35      -1232.57 
    15      2        18.13        -18.61         11.48      -1489.87 
    15      1        12.06         -6.12          5.05      -1743.04 

     9      7        35.85        -31.82         21.15       -173.45 
     9      6        26.74        -25.13         16.21       -397.39 
     9      5        28.53        -29.74         18.21       -622.08 
     9      4        31.45        -27.55         18.44       -855.76 
     9      3        27.17        -29.45         17.69      -1092.50 
     9      2        19.43         -7.06          8.28      -1312.17 
     9      1       322.08       -330.30        181.21      -1482.70 

     3      7        42.04        -37.94         25.00        -65.39 
     3      6        34.04        -34.13         21.30       -161.79 
     3      5        33.35        -31.78         20.35       -256.54 
     3      4        30.08        -29.14         18.51       -352.00 
     3      3        25.70        -22.98         15.21       -444.46 
     3      2        13.83         -7.39          6.63       -515.24 
     3      1         8.83         -5.00          3.84       -636.70 



TELAIO N. 9


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.368           -0.099
    6            -0.269           -0.099
    5            -0.170           -0.071
    4            -0.099           -0.040
    3            -0.059           -0.033
    2            -0.027           -0.031
    1             0.005            0.005



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   22         7       -1.517      -1.258         6       -1.457      -0.534   
              5       -1.325      -0.692         4       -1.121      -0.667   
              3       -0.846      -0.650         2       -0.499      -0.744   
              1       -0.082      -0.252   

   16         7       -3.553       0.311         6       -3.442       0.204   
              5       -3.205       0.218         4       -2.841       0.221   
              3       -2.350       0.218         2       -1.731       0.207   
              1       -0.984       0.223   

   10         7       -2.362       0.109         6       -2.274       0.089   
              5       -2.074       0.078         4       -1.760       0.085   
              3       -1.329       0.061         2       -0.780       0.074   
              1       -0.119       0.001   

    4         7       -0.962       0.556         6       -0.928       0.409   
              5       -0.846       0.414         4       -0.716       0.360   
              3       -0.539       0.328         2       -0.314       0.239   
              1       -0.054       0.021   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 22 - 16    7       -97.49       -104.09        123.81       -126.30 
 22 - 16    6      -132.52       -117.05        149.33       -143.49 
 22 - 16    5      -128.07       -119.37        148.05       -144.77 
 22 - 16    4      -127.61       -120.10        147.83       -144.99 
 22 - 16    3      -126.49       -121.48        147.36       -145.47 
 22 - 16    2      -122.13       -124.80        145.91       -146.92 
 22 - 16    1      -132.16       -120.65        148.58       -144.24 

 16 - 10    7       -81.34        -92.22        103.06       -107.69 
 16 - 10    6       -81.12       -125.58        117.16       -136.08 
 16 - 10    5       -84.12       -124.37        118.05       -135.18 
 16 - 10    4       -82.34       -135.30        117.63       -140.16 
 16 - 10    3       -83.24       -136.74        117.51       -140.28 
 16 - 10    2       -87.28       -129.98        119.81       -137.98 
 16 - 10    1       -88.91       -138.54        118.34       -139.46 

 10 -  4    7       -56.12        -44.29         74.02        -69.24 
 10 -  4    6       -65.52        -75.04         96.61       -100.45 
 10 -  4    5       -69.33        -70.19         98.36        -98.70 
 10 -  4    4       -72.06        -64.44        102.47        -99.39 
 10 -  4    3       -80.12        -57.23        105.56        -96.31 
 10 -  4    2       -79.68        -38.69         90.97        -74.41 
 10 -  4    1       178.34        -16.35         43.36       -122.02 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    22      7       -97.49         75.03        -53.91       -123.81 
    22      6       -57.49         62.38        -37.46       -273.14 
    22      5       -65.70         64.92        -40.82       -421.19 
    22      4       -62.69         62.15        -39.01       -569.02 
    22      3       -64.34         67.26        -41.12       -716.38 
    22      2       -54.88         39.61        -29.53       -862.29 
    22      1       -92.55         45.92        -38.47      -1010.88 

    16      7        22.75        -19.42         13.18       -229.36 
    16      6        16.51        -16.95         10.46       -490.01 
    16      5        18.30        -18.41         11.47       -752.83 
    16      4        19.34        -19.24         12.06      -1015.46 
    16      3        19.00        -18.66         11.77      -1278.44 
    16      2        18.86        -19.35         11.94      -1545.16 
    16      1        12.40         -6.25          5.18      -1807.74 

    10      7        36.10        -32.67         21.49       -181.71 
    10      6        27.40        -25.64         16.58       -414.39 
    10      5        29.40        -30.54         18.73       -647.93 
    10      4        32.70        -28.68         19.18       -890.57 
    10      3        27.94        -30.11         18.14      -1136.40 
    10      2        20.19         -7.89          8.77      -1365.36 
    10      1       309.00       -255.03        156.67      -1548.18 

     4      7        44.29        -39.73         26.26        -69.24 
     4      6        35.31        -35.45         22.11       -169.69 
     4      5        34.74        -33.08         21.19       -268.39 
     4      4        31.36        -30.38         19.30       -367.78 
     4      3        26.85        -24.09         15.92       -464.09 
     4      2        14.60         -7.83          7.01       -538.50 
     4      1         8.52         -4.61          3.65       -660.52 



TELAIO N. 10


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.378           -0.101
    6            -0.277           -0.106
    5            -0.171           -0.074
    4            -0.097           -0.038
    3            -0.059           -0.031
    2            -0.028           -0.029
    1             0.001            0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   23         7       -2.084      -0.249         6       -2.023      -0.097   
              5       -1.886      -0.128         4       -1.674      -0.145   
              3       -1.384      -0.142         2       -1.017      -0.124   
              1       -0.576      -0.153   

   17         7       -3.428       0.046         6       -3.324       0.013   
              5       -3.100       0.030         4       -2.755      -0.009   
              3       -2.283       0.000         2       -1.683       0.014   
              1       -0.958       0.036   

   11         7       -3.302       0.021         6       -3.197       0.089   
              5       -2.970       0.037         4       -2.622       0.209   
              3       -2.167       0.175         2       -1.604       0.001   
              1       -0.917      -0.048   

    5         7       -1.911       0.295         6       -1.850       0.148   
              5       -1.713       0.188         4       -1.500       0.115   
              3       -1.234       0.103         2       -0.917       0.149   
              1       -0.524       0.154   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 23 - 17    7      -116.52        -82.63        125.33       -112.54 
 23 - 17    6      -161.91        -83.49        157.71       -128.12 
 23 - 17    5      -155.81        -86.53        155.99       -129.84 
 23 - 17    4      -161.20        -83.60        161.05       -131.77 
 23 - 17    3      -152.22        -92.02        157.77       -135.06 
 23 - 17    2      -143.11        -99.80        153.66       -137.31 
 23 - 17    1      -123.02       -114.74        147.05       -143.92 

 17 - 11    7       -80.80        -80.25        102.69       -102.46 
 17 - 11    6       -94.38        -92.37        120.30       -119.45 
 17 - 11    5       -94.10        -93.59        119.98       -119.76 
 17 - 11    4      -102.44        -96.47        130.17       -127.63 
 17 - 11    3      -102.35        -97.15        130.00       -127.79 
 17 - 11    2       -93.62        -94.38        119.71       -120.03 
 17 - 11    1       -93.86        -95.11        119.61       -120.14 

 11 -  5    7       -79.13       -108.50        114.37       -126.24 
 11 -  5    6       -85.54       -148.84        131.73       -157.30 
 11 -  5    5       -84.94       -143.15        132.76       -156.27 
 11 -  5    4       -67.25       -109.47         92.40       -109.46 
 11 -  5    3       -70.99       -103.35         94.39       -107.47 
 11 -  5    2       -92.12       -134.20        138.44       -155.44 
 11 -  5    1      -101.54       -118.86        143.44       -150.44 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    23      7      -116.52         90.81        -64.79       -125.33 
    23      6       -71.11         76.35        -46.08       -283.04 
    23      5       -79.46         82.32        -50.55       -439.02 
    23      4       -78.89         78.38        -49.15       -600.08 
    23      3       -73.84         70.80        -45.20       -757.85 
    23      2       -72.31         77.22        -46.73       -911.51 
    23      1       -45.80         22.83        -19.06      -1058.55 

    17      7         1.82          3.70         -0.59       -215.23 
    17      6        -7.19          4.40         -3.62       -463.65 
    17      5        -3.17          9.75         -4.04       -713.47 
    17      4        -9.09          7.65         -5.23       -975.41 
    17      3        -2.68          0.16         -0.89      -1240.47 
    17      2         6.34         -9.96          5.09      -1497.50 
    17      1        10.92         -5.53          4.57      -1761.03 

    11      7         1.13         -3.23          1.36       -216.84 
    11      6         3.60         -2.01          1.75       -468.01 
    11      5         6.64        -11.95          5.81       -720.53 
    11      4        17.27        -16.21         10.46       -940.56 
    11      3         9.95         -4.55          4.53      -1162.74 
    11      2        -2.29          3.81         -1.91      -1421.21 
    11      1        -2.63          1.30         -1.09      -1684.79 

     5      7       108.50        -83.78         60.09       -126.24 
     5      6        65.06        -71.83         42.78       -283.55 
     5      5        71.32        -59.03         40.73       -439.82 
     5      4        50.45        -48.38         30.88       -549.28 
     5      3        54.97        -62.63         36.75       -656.75 
     5      2        71.57        -72.49         45.02       -812.20 
     5      1        46.37        -23.26         19.34       -962.63 



TELAIO N. 11


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.385           -0.103
    6            -0.282           -0.111
    5            -0.171           -0.076
    4            -0.095           -0.036
    3            -0.059           -0.030
    2            -0.029           -0.027
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   24         7       -0.969      -0.118         6       -0.936      -0.052   
              5       -0.857      -0.064         4       -0.732      -0.088   
              3       -0.557      -0.090         2       -0.332      -0.070   
              1       -0.071      -0.009   

   18         7       -1.811       0.020         6       -1.757      -0.014   
              5       -1.628      -0.004         4       -1.422      -0.016   
              3       -1.137      -0.003         2       -0.771      -0.004   
              1       -0.342      -0.044   

   12         7       -1.759       0.038         6       -1.708       0.056   
              5       -1.582       0.044         4       -1.381       0.050   
              3       -1.103       0.034         2       -0.748       0.021   
              1       -0.332       0.048   

    6         7       -0.923       0.155         6       -0.893       0.110   
              5       -0.818       0.114         4       -0.699       0.106   
              3       -0.534       0.095         2       -0.322       0.083   
              1       -0.075       0.013   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 24 - 18    7       -64.91        -40.50         67.17        -57.96 
 24 - 18    6       -99.54        -52.53         96.32        -78.58 
 24 - 18    5       -96.72        -53.88         95.53        -79.37 
 24 - 18    4      -103.51        -55.61        103.30        -85.22 
 24 - 18    3       -98.05        -59.62        101.51        -87.01 
 24 - 18    2       -72.93        -44.97         75.76        -65.22 
 24 - 18    1     -1311.84        701.33        450.33        309.35 

 18 - 12    7       -42.70        -38.28         53.11        -51.23 
 18 - 12    6       -59.96        -55.28         77.79        -75.80 
 18 - 12    5       -60.70        -56.13         77.77        -75.83 
 18 - 12    4       -61.03        -55.33         80.29        -77.87 
 18 - 12    3       -62.58        -57.09         80.25        -77.91 
 18 - 12    2       -48.68        -46.37         63.00        -62.02 
 18 - 12    1       695.16        647.86         52.45        -72.57 

 12 -  6    7       -37.19        -54.56         54.93        -61.94 
 12 -  6    6       -51.96        -85.67         78.83        -92.44 
 12 -  6    5       -52.76        -83.76         79.37        -91.90 
 12 -  6    4       -50.00        -89.13         80.13        -95.94 
 12 -  6    3       -52.69        -85.82         81.34        -94.73 
 12 -  6    2       -42.98        -65.33         65.28        -74.31 
 12 -  6    1       653.26      -1290.42       -322.87       -462.46 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    24      7       -64.91         53.68        -37.06        -67.17 
    24      6       -45.86         48.00        -29.33       -163.49 
    24      5       -48.72         52.74        -31.71       -259.02 
    24      4       -50.77         51.07        -31.82       -362.32 
    24      3       -46.98         43.51        -28.28       -463.83 
    24      2       -29.42         19.27        -15.21       -539.60 
    24      1     -1292.57        680.20       -547.99       -989.93 

    18      7        -2.20          3.24         -1.70       -111.07 
    18      6        -4.19          3.88         -2.52       -267.44 
    18      5        -2.93          3.30         -1.95       -424.58 
    18      4        -2.12          1.74         -1.21       -590.10 
    18      3        -1.22          1.26         -0.78       -757.35 
    18      2        -2.45          3.69         -1.92       -885.57 
    18      1        -2.48          1.25         -1.04       -628.66 

    12      7         1.09         -1.67          0.86       -106.15 
    12      6         1.65         -1.28          0.92       -260.78 
    12      5         2.09         -2.26          1.36       -415.98 
    12      4         3.08         -2.57          1.77       -573.98 
    12      3         1.83         -1.43          1.02       -733.23 
    12      2         1.96         -2.80          1.49       -860.53 
    12      1         2.60         -1.29          1.08       -610.23 

     6      7        54.56        -46.92         31.71        -61.94 
     6      6        38.74        -39.46         24.44       -154.39 
     6      5        44.30        -42.98         27.27       -246.29 
     6      4        46.16        -44.37         28.29       -342.23 
     6      3        41.45        -39.42         25.27       -436.96 
     6      2        25.91        -13.96         12.46       -511.26 
     6      1      1276.47       -610.61        524.19       -973.72 


Il calcolo e' stato eseguito :
- trascurando l'interazione tra aste di telai distinti che incidono
  in uno stesso punto nodale
- tenendo conto della deformazione estensionale delle aste
- trascurando la deformazione a taglio delle aste

Attenzione:
- l'effettivo sforzo normale in ciascun pilastro dello schema spaziale
  deve essere valutato  come somma  degli sforzi normali dei telai cui
  esso appartiene





SCHEMA DI CARICO N. 2      Carichi verticali minimi (con sisma)



TELAIO N. 1 - schema di carico n. 2



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 19 - 20    7      -9.0     6     -18.4     5     -18.4     4     -19.1 
            3     -19.1     2     -11.9     1     -11.9 

 20 - 21    7      -9.0     6     -18.4     5     -18.4     4     -19.1 
            3     -19.1     2     -11.9     1     -11.9 

 21 - 22    7      -9.1     6     -12.0     5     -12.0     4     -12.0 
            3     -12.0     2      -7.0     1      -7.0 

 22 - 23    7      -8.0     6     -18.1     5     -18.1     4     -18.1 
            3     -18.1     2     -11.9     1     -11.9 

 23 - 24    7      -8.0     6     -18.1     5     -18.1     4     -18.1 
            3     -18.1     2     -11.9     1     -11.9 




TELAIO N. 2 - schema di carico n. 2



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 13 - 14    7      -7.6     6      -9.4     5      -9.4     4      -8.3 
            3      -8.3     2     -10.1     1     -10.1 

 14 - 15    7      -9.4     6     -10.4     5     -10.4     4     -10.4 
            3     -10.4     2     -10.4     1     -10.4 

 15 - 16    7     -25.6     6     -26.8     5     -26.8     4     -27.6 
            3     -27.6     2     -27.6     1     -27.6 

 16 - 17    7      -7.6     6      -9.4     5      -9.4     4     -10.1 
            3     -10.1     2     -10.1     1     -10.1 

 17 - 18    7      -7.6     6      -9.4     5      -9.4     4     -10.1 
            3     -10.1     2     -10.1     1     -10.1 




TELAIO N. 3 - schema di carico n. 2



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

  7 -  8    7      -7.6     6      -9.4     5      -9.4     4     -10.1 
            3     -10.1     2     -10.1     1     -10.1 

  8 -  9    7      -9.4     6     -10.4     5     -10.4     4     -10.4 
            3     -10.4     2     -10.4     1     -10.4 

  9 - 10    7     -24.9     6     -33.7     5     -33.7     4     -34.5 
            3     -34.5     2     -28.8     1     -28.8 

 10 - 11    7      -9.4     6     -10.4     5     -10.4     4     -10.4 
            3     -10.4     2     -10.4     1     -10.4 

 11 - 12    7      -7.6     6      -9.4     5      -9.4     4     -10.1 
            3     -10.1     2     -10.1     1     -10.1 




TELAIO N. 4 - schema di carico n. 2



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

  1 -  2    7      -8.0     6     -17.4     5     -17.4     4     -18.1 
            3     -18.1     2     -11.9     1     -11.9 

  2 -  3    7      -7.3     6     -15.5     5     -15.5     4     -16.3 
            3     -16.3     2     -11.9     1     -11.9 




TELAIO N. 5 - schema di carico n. 2



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

  4 -  5    7      -7.0     6     -15.0     5     -15.0     4     -15.8 
            3     -15.8     2     -11.9     1     -11.9 

  5 -  6    7      -8.0     6     -17.4     5     -17.4     4     -18.1 
            3     -18.1     2     -11.9     1     -11.9 




TELAIO N. 6 - schema di carico n. 2



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 19 - 13    7     -13.5     6     -20.9     5     -20.9     4     -22.6 
            3     -22.6     2     -17.5     1     -17.5 

 13 -  7    7     -13.7     6     -20.6     5     -20.6     4     -21.4 
            3     -21.4     2     -17.5     1     -17.5 

  7 -  1    7     -14.5     6     -21.8     5     -21.8     4     -22.6 
            3     -22.6     2     -18.4     1     -18.4 




TELAIO N. 7 - schema di carico n. 2



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 20 - 14    7     -23.9     6     -29.5     5     -29.5     4     -30.3 
            3     -30.3     2     -30.3     1     -30.3 

 14 -  8    7     -23.0     6     -28.3     5     -28.3     4     -29.1 
            3     -29.1     2     -29.1     1     -29.1 

  8 -  2    7     -27.0     6     -33.2     5     -33.2     4     -34.0 
            3     -34.0     2     -34.0     1     -34.0 




TELAIO N. 8 - schema di carico n. 2



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 21 - 15    7     -26.8     6     -31.9     5     -31.9     4     -31.9 
            3     -31.9     2     -31.9     1     -31.9 

 15 -  9    7     -25.0     6     -30.8     5     -30.8     4     -31.6 
            3     -31.6     2     -31.6     1     -31.6 

  9 -  3    7     -16.5     6     -23.8     5     -23.8     4     -24.6 
            3     -24.6     2     -20.4     1     -20.4 




TELAIO N. 9 - schema di carico n. 2



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 22 - 16    7     -27.8     6     -33.0     5     -33.0     4     -33.0 
            3     -33.0     2     -33.0     1     -33.0 

 16 - 10    7     -26.0     6     -32.0     5     -32.0     4     -32.7 
            3     -32.7     2     -32.7     1     -32.7 

 10 -  4    7     -17.4     6     -24.7     5     -24.7     4     -25.5 
            3     -25.5     2     -21.3     1     -21.3 




TELAIO N. 10 - schema di carico n. 2



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 23 - 17    7     -26.0     6     -32.0     5     -32.0     4     -32.8 
            3     -32.8     2     -32.8     1     -32.8 

 17 - 11    7     -25.8     6     -30.6     5     -30.6     4     -30.6 
            3     -30.6     2     -30.6     1     -30.6 

 11 -  5    7     -28.1     6     -34.6     5     -34.6     4     -35.3 
            3     -35.3     2     -35.3     1     -35.3 




TELAIO N. 11 - schema di carico n. 2



CARICHI VERTICALI

 campata   piano  carico   piano  carico   piano  carico   piano  carico
                   kN/m            kN/m            kN/m            kN/m 

 24 - 18    7     -14.5     6     -20.9     5     -20.9     4     -22.6 
            3     -22.6     2     -17.5     1     -17.5 

 18 - 12    7     -13.7     6     -20.6     5     -20.6     4     -21.4 
            3     -21.4     2     -17.5     1     -17.5 

 12 -  6    7     -14.5     6     -21.8     5     -21.8     4     -22.6 
            3     -22.6     2     -18.4     1     -18.4 



RISULTATI


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7          0.038       -0.174       -0.003
    6          0.028       -0.126       -0.003
    5          0.020       -0.083       -0.002
    4          0.014       -0.050       -0.001
    3          0.008       -0.027       -0.001
    2          0.002       -0.010        0.000
    1         -0.003        0.009        0.000



TELAIO N. 1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.039            0.010
    6             0.029            0.008
    5             0.021            0.007
    4             0.014            0.006
    3             0.008            0.006
    2             0.002            0.005
    1            -0.003           -0.003



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7       -0.328      -0.122         6       -0.319      -0.120   
              5       -0.292      -0.116         4       -0.248      -0.106   
              3       -0.186      -0.093         2       -0.107      -0.056   
              1       -0.018      -0.009   

   20         7       -0.679      -0.025         6       -0.662      -0.026   
              5       -0.609      -0.023         4       -0.520      -0.024   
              3       -0.394      -0.020         2       -0.229      -0.012   
              1       -0.040      -0.001   

   21         7       -0.688      -0.008         6       -0.667       0.013   
              5       -0.610       0.009         4       -0.518       0.012   
              3       -0.389       0.012         2       -0.224       0.008   
              1       -0.037       0.001   

   22         7       -0.713       0.000         6       -0.692      -0.027   
              5       -0.633      -0.020         4       -0.537      -0.021   
              3       -0.402      -0.021         2       -0.231      -0.017   
              1       -0.035       0.001   

   23         7       -0.692       0.069         6       -0.676       0.078   
              5       -0.622       0.073         4       -0.529       0.061   
              3       -0.398       0.052         2       -0.228       0.032   
              1       -0.032       0.002   

   24         7       -0.309       0.108         6       -0.301       0.112   
              5       -0.277       0.107         4       -0.235       0.097   
              3       -0.178       0.083         2       -0.105       0.050   
              1       -0.022       0.002   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 20    7       -10.99         -3.71         18.35        -14.36 
 19 - 20    6       -21.79        -10.13         36.70        -30.31 
 19 - 20    5       -20.95        -11.16         36.19        -30.82 
 19 - 20    4       -19.27        -10.99         37.14        -32.61 
 19 - 20    3       -16.15        -15.52         35.05        -34.70 
 19 - 20    2        -9.74        -10.29         21.57        -21.87 
 19 - 20    1        -6.37        135.67         60.63         17.20 

 20 - 21    7       -15.04        -18.64         20.75        -22.25 
 20 - 21    6       -32.77        -34.99         43.60        -44.53 
 20 - 21    5       -32.68        -35.58         43.46        -44.67 
 20 - 21    4       -32.45        -36.87         44.94        -46.78 
 20 - 21    3       -33.20        -36.59         45.16        -46.57 
 20 - 21    2       -20.56        -22.83         28.09        -29.03 
 20 - 21    1        31.87        -42.09         13.15        -43.97 

 21 - 22    7       -17.44        -17.33         21.82        -21.77 
 21 - 22    6       -23.19        -23.32         28.70        -28.75 
 21 - 22    5       -23.14        -23.22         28.71        -28.74 
 21 - 22    4       -23.18        -23.23         28.72        -28.74 
 21 - 22    3       -23.14        -23.27         28.70        -28.75 
 21 - 22    2       -13.47        -13.70         16.73        -16.82 
 21 - 22    1       -47.41         13.91         29.55         -4.00 

 22 - 23    7       -20.25        -13.31         22.21        -19.54 
 22 - 23    6       -41.90        -33.00         48.87        -45.45 
 22 - 23    5       -42.59        -33.05         49.00        -45.33 
 22 - 23    4       -42.38        -30.84         49.38        -44.94 
 22 - 23    3       -41.71        -32.49         48.94        -45.39 
 22 - 23    2       -26.54        -22.06         31.80        -30.08 
 22 - 23    1       -37.76         -4.32         37.37        -24.51 

 23 - 24    7        -6.29        -10.48         13.94        -16.17 
 23 - 24    6       -18.38        -21.07         33.30        -34.73 
 23 - 24    5       -19.23        -20.20         33.75        -34.27 
 23 - 24    4       -19.01        -18.32         34.20        -33.83 
 23 - 24    3       -22.80        -15.23         36.03        -31.99 
 23 - 24    2       -16.13         -9.16         24.17        -20.45 
 23 - 24    1        34.09        -48.21          0.37        -44.26 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7       -10.99         10.96         -6.86        -18.35 
    19      6       -10.83         10.68         -6.72        -55.05 
    19      5       -10.27          9.98         -6.33        -91.24 
    19      4        -9.29          8.86         -5.67       -128.38 
    19      3        -7.29          6.15         -4.20       -163.43 
    19      2        -3.59          2.14         -1.79       -185.00 
    19      1        -4.23          2.37         -1.83       -245.63 

    20      7       -11.33         11.36         -7.09        -35.11 
    20      6       -11.28         10.81         -6.90       -109.03 
    20      5       -10.71         10.92         -6.76       -183.31 
    20      4       -10.53          9.83         -6.36       -260.86 
    20      3        -7.85          6.60         -4.52       -340.72 
    20      2        -3.67          1.76         -1.70       -390.67 
    20      1      -102.03         77.03        -49.74       -386.63 

    21      7         1.20         -4.70          1.84        -44.07 
    21      6         7.11         -6.38          4.22       -117.30 
    21      5         6.06         -6.62          3.96       -190.68 
    21      4         7.07         -7.06          4.41       -266.18 
    21      3         6.39         -5.72          3.78       -341.45 
    21      2         3.64         -2.48          1.91       -387.21 
    21      1        -7.80         63.07        -19.68       -460.73 

    22      7        -2.93          7.41         -3.23        -43.98 
    22      6       -11.17         10.07         -6.64       -121.61 
    22      5        -9.30          9.47         -5.87       -199.35 
    22      4        -9.67          9.61         -6.03       -277.48 
    22      3        -8.82          8.11         -5.29       -355.17 
    22      2        -4.72          1.81         -2.04       -403.79 
    22      1       -49.86         84.10        -37.21       -445.16 

    23      7         7.01         -7.28          4.47        -33.48 
    23      6         7.34         -7.19          4.54       -112.23 
    23      5         6.63         -6.25          4.03       -191.31 
    23      4         5.58         -5.29          3.40       -270.45 
    23      3         4.39         -3.77          2.55       -351.88 
    23      2         2.16         -1.22          1.06       -406.13 
    23      1        37.19         56.63         -5.40       -431.01 

    24      7        10.48        -10.59          6.58        -16.17 
    24      6        10.49        -10.34          6.51        -50.90 
    24      5         9.86         -9.54          6.06        -85.17 
    24      4         8.78         -8.34          5.35       -119.00 
    24      3         6.88         -5.85          3.98       -150.99 
    24      2         3.30         -1.82          1.60       -171.45 
    24      1        46.39          5.02         11.49       -215.71 



TELAIO N. 2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.054            0.011
    6             0.042            0.011
    5             0.031            0.011
    4             0.021            0.010
    3             0.011            0.008
    2             0.003            0.004
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   13         7       -0.182      -0.098         6       -0.175      -0.082   
              5       -0.159      -0.080         4       -0.134      -0.073   
              3       -0.101      -0.064         2       -0.060      -0.064   
              1       -0.010      -0.027   

   14         7       -0.560      -0.118         6       -0.542      -0.088   
              5       -0.504      -0.084         4       -0.446      -0.084   
              3       -0.369      -0.075         2       -0.273      -0.054   
              1       -0.156      -0.050   

   15         7       -1.223      -0.079         6       -1.183      -0.025   
              5       -1.100      -0.037         4       -0.975      -0.033   
              3       -0.806      -0.033         2       -0.594      -0.030   
              1       -0.338      -0.037   

   16         7       -1.201       0.078         6       -1.162       0.028   
              5       -1.082       0.036         4       -0.960       0.036   
              3       -0.795       0.033         2       -0.587       0.029   
              1       -0.335       0.033   

   17         7       -0.580       0.111         6       -0.564       0.102   
              5       -0.527       0.094         4       -0.470       0.092   
              3       -0.390       0.078         2       -0.288       0.061   
              1       -0.164       0.039   

   18         7       -0.270       0.027         6       -0.263       0.015   
              5       -0.245       0.016         4       -0.218       0.020   
              3       -0.180       0.017         2       -0.132       0.014   
              1       -0.075       0.015   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 13 - 14    7        -8.27         -9.62         13.43        -14.16 
 13 - 14    6       -15.02         -6.27         19.48        -14.68 
 13 - 14    5       -14.08         -7.14         18.98        -15.18 
 13 - 14    4       -13.00         -7.01         16.81        -13.52 
 13 - 14    3       -11.73         -8.22         16.13        -14.20 
 13 - 14    2       -10.37        -10.65         18.37        -18.53 
 13 - 14    1       -13.59        -12.27         18.81        -18.09 

 14 - 15    7       -19.32        -16.09         23.14        -21.79 
 14 - 15    6       -22.74        -16.42         26.33        -23.69 
 14 - 15    5       -22.28        -17.08         26.09        -23.92 
 14 - 15    4       -21.77        -17.55         25.89        -24.13 
 14 - 15    3       -21.24        -18.21         25.64        -24.38 
 14 - 15    2       -20.86        -18.83         25.43        -24.58 
 14 - 15    1       -19.70        -20.14         24.92        -25.10 

 15 - 16    7       -45.22        -46.47         61.08        -61.60 
 15 - 16    6       -49.06        -50.31         64.15        -64.68 
 15 - 16    5       -48.10        -49.80         64.06        -64.77 
 15 - 16    4       -48.51        -49.65         65.98        -66.45 
 15 - 16    3       -48.50        -49.94         65.91        -66.52 
 15 - 16    2       -49.05        -50.21         65.98        -66.46 
 15 - 16    1       -48.18        -49.91         65.86        -66.58 

 16 - 17    7       -13.61        -19.23         18.58        -20.74 
 16 - 17    6        -8.78        -28.55         20.53        -28.14 
 16 - 17    5       -11.06        -27.34         21.21        -27.47 
 16 - 17    4       -10.39        -29.38         22.63        -29.94 
 16 - 17    3       -13.53        -27.42         23.61        -28.96 
 16 - 17    2       -17.30        -24.99         24.81        -27.77 
 16 - 17    1       -23.47        -21.46         26.67        -25.90 

 17 - 18    7        -8.87        -13.27         13.00        -15.35 
 17 - 18    6        -8.93        -20.87         14.37        -20.73 
 17 - 18    5        -9.03        -20.01         14.62        -20.48 
 17 - 18    4       -12.09        -21.99         16.32        -21.60 
 17 - 18    3       -12.52        -19.96         16.97        -20.94 
 17 - 18    2       -13.48        -16.91         18.04        -19.87 
 17 - 18    1       -14.90        -12.30         19.65        -18.26 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    13      7        -8.27          7.79         -5.02        -13.43 
    13      6        -7.23          7.16         -4.50        -32.91 
    13      5        -6.92          6.72         -4.26        -51.89 
    13      4        -6.28          6.00         -3.84        -68.70 
    13      3        -5.74          5.71         -3.58        -84.83 
    13      2        -4.67          3.53         -2.56       -103.20 
    13      1       -10.06          5.09         -4.21       -122.02 

    14      7        -9.71          8.76         -5.77        -37.30 
    14      6        -7.71          7.61         -4.79        -78.31 
    14      5        -7.53          7.52         -4.70       -119.58 
    14      4        -7.24          6.95         -4.44       -158.99 
    14      3        -6.07          5.42         -3.59       -198.84 
    14      2        -4.79          4.66         -2.95       -242.80 
    14      1        -2.77          1.39         -1.16       -285.80 

    15      7       -29.13         19.93        -15.33        -82.87 
    15      6       -12.71         14.73         -8.57       -170.72 
    15      5       -16.29         15.69         -9.99       -258.71 
    15      4       -15.27         15.28         -9.55       -348.81 
    15      3       -15.01         14.47         -9.21       -439.10 
    15      2       -15.76         16.91        -10.21       -529.66 
    15      1       -11.14          5.61         -4.65       -620.62 

    16      7        32.86        -24.29         17.86        -80.18 
    16      6        17.24        -18.72         11.24       -165.39 
    16      5        20.01        -19.95         12.49       -251.37 
    16      4        19.31        -18.89         11.94       -340.45 
    16      3        17.53        -16.84         10.74       -430.59 
    16      2        16.06        -16.66         10.23       -521.85 
    16      1         9.79         -4.85          4.07       -615.10 

    17      7        10.35        -10.07          6.38        -33.74 
    17      6         9.55         -9.32          5.90        -76.24 
    17      5         8.99         -8.91          5.59       -118.33 
    17      4         8.38         -7.95          5.10       -164.59 
    17      3         6.95         -6.42          4.18       -210.52 
    17      2         5.09         -4.42          2.97       -256.33 
    17      1         2.14         -1.06          0.89       -301.88 

    18      7        13.27        -11.32          7.69        -15.35 
    18      6         9.55         -9.68          6.01        -36.08 
    18      5        10.33        -10.98          6.66        -56.56 
    18      4        11.01        -10.55          6.74        -78.15 
    18      3         9.41         -8.99          5.75        -99.09 
    18      2         7.93         -7.98          4.97       -118.96 
    18      1         4.32         -2.12          1.79       -137.23 



TELAIO N. 3


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.067            0.012
    6             0.055            0.015
    5             0.040            0.014
    4             0.026            0.013
    3             0.014            0.010
    2             0.004            0.003
    1             0.001            0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    7         7       -0.292      -0.032         6       -0.284      -0.023   
              5       -0.266      -0.023         4       -0.236      -0.026   
              3       -0.195      -0.023         2       -0.143      -0.018   
              1       -0.081      -0.016   

    8         7       -0.514      -0.037         6       -0.498      -0.023   
              5       -0.464      -0.023         4       -0.412      -0.024   
              3       -0.341      -0.020         2       -0.252      -0.015   
              1       -0.144      -0.012   

    9         7       -1.058      -0.223         6       -1.018      -0.168   
              5       -0.928      -0.176         4       -0.786      -0.150   
              3       -0.592      -0.152         2       -0.346      -0.118   
              1       -0.054      -0.002   

   10         7       -1.087       0.199         6       -1.046       0.150   
              5       -0.952       0.159         4       -0.807       0.135   
              3       -0.608       0.139         2       -0.355       0.107   
              1       -0.055       0.001   

   11         7       -0.542       0.037         6       -0.524       0.018   
              5       -0.488       0.019         4       -0.433       0.021   
              3       -0.359       0.017         2       -0.266       0.015   
              1       -0.152       0.014   

   12         7       -0.307       0.027         6       -0.299       0.017   
              5       -0.279       0.016         4       -0.249       0.021   
              3       -0.205       0.018         2       -0.151       0.016   
              1       -0.085       0.015   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  7 -  8    7       -12.78         -4.25         16.13        -11.46 
  7 -  8    6       -20.41         -0.35         22.58        -11.59 
  7 -  8    5       -19.15         -1.70         21.86        -12.30 
  7 -  8    4       -21.20         -0.95         24.00        -12.90 
  7 -  8    3       -19.29         -2.78         22.97        -13.93 
  7 -  8    2       -16.86         -5.13         21.66        -15.24 
  7 -  8    1       -12.54         -9.34         19.33        -17.57 

  8 -  9    7       -18.57        -19.90         22.19        -22.74 
  8 -  9    6       -21.54        -20.45         25.23        -24.78 
  8 -  9    5       -20.91        -21.18         24.95        -25.06 
  8 -  9    4       -20.49        -21.23         24.85        -25.16 
  8 -  9    3       -19.52        -22.29         24.43        -25.59 
  8 -  9    2       -18.79        -22.62         24.21        -25.81 
  8 -  9    1       -18.88        -21.00         24.57        -25.45 

  9 - 10    7       -38.54        -39.97         59.58        -60.18 
  9 - 10    6       -52.83        -54.18         80.67        -81.23 
  9 - 10    5       -52.08        -53.69         80.62        -81.29 
  9 - 10    4       -49.19        -51.18         82.34        -83.17 
  9 - 10    3       -48.78        -50.84         82.32        -83.18 
  9 - 10    2       -41.62        -43.75         68.72        -69.61 
  9 - 10    1       -25.36        -28.68         68.48        -69.86 

 10 - 11    7       -22.61        -21.62         24.53        -24.15 
 10 - 11    6       -23.69        -24.93         26.85        -27.33 
 10 - 11    5       -24.34        -24.38         27.08        -27.10 
 10 - 11    4       -24.43        -23.97         27.18        -27.00 
 10 - 11    3       -25.40        -23.09         27.54        -26.65 
 10 - 11    2       -25.72        -22.40         27.73        -26.45 
 10 - 11    1       -24.40        -22.40         27.48        -26.71 

 11 - 12    7        -4.30        -13.92         11.61        -16.74 
 11 - 12    6         0.66        -22.71         11.32        -23.78 
 11 - 12    5        -0.65        -21.56         11.97        -23.13 
 11 - 12    4         0.43        -24.10         12.41        -25.50 
 11 - 12    3        -1.73        -21.90         13.58        -24.34 
 11 - 12    2        -5.11        -18.41         15.41        -22.50 
 11 - 12    1       -10.34        -13.15         18.21        -19.71 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     7      7       -12.78         11.19         -7.49        -16.13 
     7      6        -9.22          9.22         -5.76        -38.71 
     7      5        -9.92         10.51         -6.39        -60.57 
     7      4       -10.69         10.08         -6.49        -84.57 
     7      3        -9.21          8.47         -5.53       -107.55 
     7      2        -8.39          7.97         -5.11       -129.21 
     7      1        -4.58          2.21         -1.89       -148.54 

     8      7       -14.32         11.92         -8.20        -33.65 
     8      6        -9.27          9.41         -5.84        -70.47 
     8      5        -9.80          9.94         -6.17       -107.72 
     8      4        -9.59          8.90         -5.78       -145.48 
     8      3        -7.84          6.99         -4.63       -183.84 
     8      2        -6.68          6.13         -4.00       -223.28 
     8      1        -3.42          1.63         -1.40       -265.42 

     9      7       -18.64         16.94        -11.12        -82.33 
     9      6       -15.44         15.72         -9.74       -187.78 
     9      5       -15.18         14.34         -9.23       -293.46 
     9      4       -13.62         13.70         -8.54       -400.96 
     9      3       -12.79         11.72         -7.66       -508.87 
     9      2        -7.28          3.70         -3.43       -603.40 
     9      1        -0.66          0.23         -0.25       -697.32 

    10      7        17.36        -15.83         10.37        -84.70 
    10      6        14.65        -14.92          9.24       -192.79 
    10      5        14.43        -13.70          8.79       -301.16 
    10      4        13.06        -13.19          8.20       -411.51 
    10      3        12.25        -11.25          7.34       -522.23 
    10      2         6.78         -3.50          3.21       -619.57 
    10      1         0.78         -0.49          0.35       -716.91 

    11      7        17.32        -14.11          9.82        -35.75 
    11      6        11.48        -11.66          7.23        -74.40 
    11      5        12.07        -12.41          7.65       -113.48 
    11      4        11.99        -11.43          7.32       -152.89 
    11      3         9.93         -9.48          6.06       -193.12 
    11      2         7.81         -7.69          4.84       -234.98 
    11      1         4.38         -2.26          1.84       -279.90 

    12      7        13.92        -12.12          8.14        -16.74 
    12      6        10.59        -10.46          6.58        -40.52 
    12      5        11.10        -11.97          7.21        -63.65 
    12      4        12.13        -11.62          7.42        -89.15 
    12      3        10.29         -9.96          6.33       -113.48 
    12      2         8.45         -8.36          5.25       -135.98 
    12      1         4.79         -2.47          2.02       -155.69 



TELAIO N. 4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.081            0.013
    6             0.068            0.018
    5             0.050            0.018
    4             0.032            0.016
    3             0.016            0.011
    2             0.005            0.002
    1             0.003            0.003



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    1         7       -0.328      -0.031         6       -0.320      -0.032   
              5       -0.294      -0.031         4       -0.251      -0.034   
              3       -0.190      -0.029         2       -0.113      -0.017   
              1       -0.024      -0.002   

    2         7       -0.561      -0.037         6       -0.548      -0.039   
              5       -0.505      -0.038         4       -0.432      -0.032   
              3       -0.328      -0.029         2       -0.192      -0.023   
              1       -0.032      -0.001   

    3         7       -0.376       0.031         6       -0.367       0.031   
              5       -0.337       0.029         4       -0.288       0.033   
              3       -0.218       0.031         2       -0.128       0.025   
              1       -0.023       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  1 -  2    7       -13.86         -4.29         17.28        -12.03 
  1 -  2    6       -27.13        -12.17         35.83        -27.64 
  1 -  2    5       -26.17        -13.15         35.30        -28.17 
  1 -  2    4       -27.46        -12.61         37.17        -29.04 
  1 -  2    3       -23.97        -16.21         35.23        -30.98 
  1 -  2    2       -14.55        -12.75         22.21        -21.23 
  1 -  2    1       -44.02         52.78         48.24          4.80 

  2 -  3    7        -7.43        -17.71         15.31        -19.59 
  2 -  3    6       -18.49        -36.20         33.63        -41.01 
  2 -  3    5       -19.07        -35.90         33.81        -40.83 
  2 -  3    4       -17.68        -37.61         34.97        -43.27 
  2 -  3    3       -20.66        -35.20         36.09        -42.15 
  2 -  3    2       -16.08        -24.25         26.86        -30.26 
  2 -  3    1        85.76       -124.57        -15.26        -72.38 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     1      7       -13.86         13.99         -8.70        -17.28 
     1      6       -13.14         12.92         -8.14        -53.11 
     1      5       -13.25         13.72         -8.43        -88.42 
     1      4       -13.74         13.03         -8.37       -125.59 
     1      3       -10.93          8.80         -6.17       -160.82 
     1      2        -5.75          3.32         -2.83       -183.03 
     1      1       -40.70         -8.55         -8.93       -231.27 

     2      7        -3.14          3.21         -1.99        -27.34 
     2      6        -3.10          3.07         -1.93        -88.61 
     2      5        -2.85          2.66         -1.72       -150.59 
     2      4        -2.41          2.30         -1.47       -214.60 
     2      3        -2.15          1.96         -1.28       -281.67 
     2      2        -1.37          0.68         -0.64       -329.75 
     2      1        33.67        -45.73         22.06       -309.69 

     3      7        17.71        -17.87         11.12        -19.59 
     3      6        18.33        -17.87         11.31        -60.60 
     3      5        18.03        -18.72         11.48       -101.43 
     3      4        18.89        -18.62         11.72       -144.70 
     3      3        16.57        -15.52         10.03       -186.85 
     3      2         8.72         -4.47          4.12       -217.11 
     3      1       120.10       -125.78         68.30       -289.49 



TELAIO N. 5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.081            0.013
    6             0.068            0.018
    5             0.050            0.018
    4             0.032            0.016
    3             0.016            0.011
    2             0.005            0.002
    1             0.003            0.003



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    4         7       -0.384      -0.040         6       -0.374      -0.045   
              5       -0.344      -0.043         4       -0.294      -0.046   
              3       -0.222      -0.043         2       -0.129      -0.033   
              1       -0.021      -0.002   

    5         7       -0.617       0.037         6       -0.602       0.040   
              5       -0.555       0.038         4       -0.475       0.032   
              3       -0.361       0.028         2       -0.211       0.026   
              1       -0.036       0.000   

    6         7       -0.304       0.102         6       -0.296       0.104   
              5       -0.272       0.099         4       -0.231       0.093   
              3       -0.174       0.081         2       -0.101       0.048   
              1       -0.018       0.007   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  4 -  5    7       -19.09         -9.35         19.97        -16.22 
  4 -  5    6       -39.22        -22.96         42.18        -35.93 
  4 -  5    5       -38.67        -23.71         41.93        -36.18 
  4 -  5    4       -40.21        -22.75         44.36        -37.64 
  4 -  5    3       -37.92        -25.73         43.35        -38.66 
  4 -  5    2       -27.60        -19.97         32.41        -29.47 
  4 -  5    1       -90.82         66.90         61.27         -0.61 

  5 -  6    7        -5.47         -9.93         13.87        -16.25 
  5 -  6    6       -14.82        -20.08         31.20        -34.01 
  5 -  6    5       -15.73        -19.46         31.61        -33.60 
  5 -  6    4       -15.73        -18.07         33.39        -34.64 
  5 -  6    3       -19.62        -15.26         35.18        -32.85 
  5 -  6    2       -15.53         -9.11         24.03        -20.60 
  5 -  6    1       128.96         -5.41        -13.52        -58.14 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     4      7       -19.09         19.78        -12.15        -19.97 
     4      6       -19.44         19.18        -12.07        -62.15 
     4      5       -19.49         19.99        -12.34       -104.08 
     4      4       -20.22         19.71        -12.48       -148.43 
     4      3       -18.21         16.49        -10.85       -191.78 
     4      2       -11.10          5.93         -5.32       -224.19 
     4      1       -84.90        -41.12        -12.16       -285.46 

     5      7         3.89         -3.98          2.46        -30.09 
     5      6         4.16         -4.11          2.59        -97.22 
     5      5         3.87         -3.68          2.36       -165.01 
     5      4         3.34         -3.23          2.05       -236.04 
     5      3         2.89         -2.80          1.78       -309.88 
     5      2         1.64         -0.84          0.78       -363.37 
     5      1        61.22        -61.95         34.21       -350.46 

     6      7         9.93        -10.01          6.23        -16.25 
     6      6        10.07         -9.92          6.25        -50.25 
     6      5         9.54         -9.34          5.90        -83.85 
     6      4         8.73         -8.39          5.35       -118.49 
     6      3         6.87         -5.84          3.97       -151.34 
     6      2         3.27         -2.00          1.65       -171.94 
     6      1         3.41         -1.97          1.49       -230.08 



TELAIO N. 6


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.174           -0.048
    6            -0.127           -0.043
    5            -0.083           -0.034
    4            -0.050           -0.023
    3            -0.027           -0.017
    2            -0.010           -0.019
    1             0.009            0.009



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7       -0.577      -0.065         6       -0.558      -0.040   
              5       -0.511      -0.045         4       -0.434      -0.053   
              3       -0.327      -0.052         2       -0.189      -0.040   
              1       -0.029      -0.004   

   13         7       -1.011       0.009         6       -0.979       0.006   
              5       -0.898       0.008         4       -0.768       0.001   
              3       -0.585       0.004         2       -0.349       0.005   
              1       -0.072      -0.009   

    7         7       -1.091      -0.013         6       -1.058       0.001   
              5       -0.976      -0.006         4       -0.846      -0.004   
              3       -0.665      -0.014         2       -0.433      -0.018   
              1       -0.159      -0.004   

    1         7       -0.539       0.270         6       -0.522       0.208   
              5       -0.479       0.213         4       -0.410       0.190   
              3       -0.314       0.180         2       -0.191       0.145   
              1       -0.048       0.036   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 13    7       -36.33        -24.28         38.15        -33.61 
 19 - 13    6       -59.67        -35.47         60.08        -50.95 
 19 - 13    5       -57.91        -36.81         59.50        -51.54 
 19 - 13    4       -61.34        -38.86         64.11        -55.62 
 19 - 13    3       -57.51        -42.46         62.70        -57.02 
 19 - 13    2       -42.47        -34.65         47.77        -44.82 
 19 - 13    1      -128.03        -25.04         65.73        -26.86 

 13 -  7    7       -27.57        -23.78         32.98        -31.37 
 13 -  7    6       -42.60        -33.69         50.35        -46.56 
 13 -  7    5       -42.30        -34.62         50.09        -46.82 
 13 -  7    4       -44.91        -34.36         52.46        -47.98 
 13 -  7    3       -44.67        -36.06         52.05        -48.39 
 13 -  7    2       -37.45        -29.58         42.73        -39.38 
 13 -  7    1      -559.83        576.11        282.74        200.63 

  7 -  1    7       -25.94        -21.84         36.62        -34.96 
  7 -  1    6       -36.77        -38.18         53.77        -54.34 
  7 -  1    5       -37.68        -36.49         54.29        -53.81 
  7 -  1    4       -37.09        -34.04         56.53        -55.29 
  7 -  1    3       -39.58        -31.56         57.53        -54.29 
  7 -  1    2       -33.42        -23.71         47.40        -43.48 
  7 -  1    1       574.67        -17.71        -74.23       -165.11 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7       -36.33         31.96        -21.34        -38.15 
    19      6       -27.70         28.54        -17.58        -98.24 
    19      5       -29.36         30.86        -18.82       -157.74 
    19      4       -30.48         30.32        -19.00       -221.84 
    19      3       -27.19         25.14        -16.35       -284.54 
    19      2       -17.33         11.28         -8.94       -332.31 
    19      1      -116.75       -174.00         15.90       -398.04 

    13      7        -3.29          3.81         -2.22        -66.58 
    13      6        -3.33          3.06         -2.00       -167.89 
    13      5        -2.43          3.58         -1.88       -269.52 
    13      4        -2.47          1.93         -1.38       -377.60 
    13      3        -0.28          0.09         -0.12       -486.68 
    13      2        -2.71          5.22         -2.48       -574.23 
    13      1      -529.57        102.73       -175.64       -883.83 

     7      7        -2.16          1.72         -1.21        -67.98 
     7      6        -1.36          1.59         -0.92       -168.31 
     7      5        -1.47          1.41         -0.90       -269.43 
     7      4        -1.33          1.62         -0.92       -373.93 
     7      3        -1.89          2.04         -1.23       -479.85 
     7      2        -1.81          1.38         -1.00       -566.64 
     7      1        -0.05         -0.07          0.01       -291.77 

     1      7        21.84        -19.92         13.05        -34.96 
     1      6        18.26        -18.40         11.46        -89.30 
     1      5        18.09        -17.37         11.08       -143.11 
     1      4        16.67        -16.38         10.33       -198.41 
     1      3        15.18        -14.11          9.15       -252.70 
     1      2         9.60         -6.22          4.94       -296.17 
     1      1        11.49         -6.26          4.93       -461.29 



TELAIO N. 7


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.185           -0.049
    6            -0.136           -0.046
    5            -0.091           -0.036
    4            -0.054           -0.025
    3            -0.029           -0.018
    2            -0.011           -0.018
    1             0.007            0.007



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   20         7       -0.828      -0.510         6       -0.798      -0.316   
              5       -0.728      -0.338         4       -0.619      -0.316   
              3       -0.471      -0.301         2       -0.283      -0.291   
              1       -0.057      -0.165   

   14         7       -1.941       0.035         6       -1.883       0.004   
              5       -1.757       0.014         4       -1.561       0.000   
              3       -1.294       0.005         2       -0.955       0.011   
              1       -0.543       0.008   

    8         7       -1.912      -0.008         6       -1.855       0.028   
              5       -1.731       0.015         4       -1.537       0.026   
              3       -1.275       0.014         2       -0.942       0.001   
              1       -0.538      -0.021   

    2         7       -1.184       0.160         6       -1.150       0.083   
              5       -1.073       0.095         4       -0.953       0.094   
              3       -0.788       0.087         2       -0.580       0.078   
              1       -0.329       0.087   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 20 - 14    7       -42.85        -49.01         62.31        -64.63 
 20 - 14    6       -68.23        -49.47         81.77        -74.69 
 20 - 14    5       -63.95        -51.61         80.56        -75.90 
 20 - 14    4       -60.80        -48.68         82.50        -77.93 
 20 - 14    3       -57.41        -53.13         81.02        -79.41 
 20 - 14    2       -51.53        -59.42         78.73        -81.71 
 20 - 14    1       -66.18        -57.92         81.77        -78.66 

 14 -  8    7       -44.20        -42.28         54.46        -53.64 
 14 -  8    6       -53.50        -49.09         67.56        -65.68 
 14 -  8    5       -54.15        -50.20         67.46        -65.78 
 14 -  8    4       -54.97        -49.16         69.62        -67.15 
 14 -  8    3       -54.89        -51.15         69.18        -67.59 
 14 -  8    2       -55.34        -52.99         68.88        -67.89 
 14 -  8    1       -52.72        -57.75         67.31        -69.46 

  8 -  2    7       -43.28        -60.20         63.33        -70.17 
  8 -  2    6       -48.07        -83.91         75.00        -89.48 
  8 -  2    5       -49.04        -81.14         75.76        -88.73 
  8 -  2    4       -46.76        -84.62         76.45        -91.75 
  8 -  2    3       -49.80        -81.01         77.80        -90.40 
  8 -  2    2       -54.14        -76.22         79.64        -88.56 
  8 -  2    1       -60.52        -66.51         82.89        -85.31 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    20      7       -42.85         36.82        -24.90        -62.31 
    20      6       -31.41         32.11        -19.85       -144.07 
    20      5       -31.84         31.14        -19.68       -224.63 
    20      4       -29.66         29.20        -18.40       -307.13 
    20      3       -28.21         27.88        -17.53       -388.16 
    20      2       -23.64         19.74        -13.56       -466.88 
    20      1       -46.44         22.80        -19.23       -548.65 

    14      7         4.81          0.50          1.35       -119.09 
    14      6        -3.54          1.73         -1.65       -261.34 
    14      5        -0.81          3.20         -1.25       -404.70 
    14      4        -3.09          2.36         -1.71       -552.25 
    14      3         0.61         -1.73          0.73       -700.84 
    14      2         2.35         -1.84          1.31       -851.43 
    14      1         3.37         -2.12          1.52       -997.40 

     8      7        -1.00         -0.12         -0.28       -116.97 
     8      6         0.90         -0.47          0.43       -257.66 
     8      5         0.69         -1.05          0.54       -399.20 
     8      4         1.35         -0.97          0.72       -542.81 
     8      3         0.38          0.03          0.11       -688.19 
     8      2        -1.11          1.78         -0.90       -835.72 
     8      1        -0.98          0.41         -0.39       -988.06 

     2      7        60.20        -47.18         33.56        -70.17 
     2      6        36.73        -38.85         23.62       -159.65 
     2      5        42.29        -42.11         26.38       -248.38 
     2      4        42.50        -41.32         26.19       -340.13 
     2      3        39.69        -38.13         24.32       -430.54 
     2      2        38.09        -39.59         24.28       -519.10 
     2      1        26.92        -13.90         11.34       -604.41 



TELAIO N. 8


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.198           -0.050
    6            -0.149           -0.049
    5            -0.100           -0.040
    4            -0.060           -0.028
    3            -0.032           -0.020
    2            -0.012           -0.017
    1             0.005            0.005



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   21         7       -0.873      -0.716         6       -0.838      -0.313   
              5       -0.763      -0.401         4       -0.646      -0.384   
              3       -0.487      -0.374         2       -0.288      -0.430   
              1       -0.047      -0.146   

   15         7       -2.039       0.180         6       -1.976       0.116   
              5       -1.841       0.125         4       -1.633       0.126   
              3       -1.351       0.125         2       -0.996       0.119   
              1       -0.566       0.129   

    9         7       -1.371       0.059         6       -1.321       0.046   
              5       -1.206       0.041         4       -1.025       0.047   
              3       -0.775       0.033         2       -0.455       0.040   
              1       -0.069       0.000   

    3         7       -0.571       0.315         6       -0.552       0.241   
              5       -0.504       0.243         4       -0.427       0.213   
              3       -0.321       0.195         2       -0.188       0.145   
              1       -0.032       0.012   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 21 - 15    7       -55.54        -59.08         70.46        -71.79 
 21 - 15    6       -76.34        -67.75         86.18        -82.94 
 21 - 15    5       -73.89        -69.02         85.48        -83.64 
 21 - 15    4       -73.67        -69.43         85.36        -83.76 
 21 - 15    3       -73.04        -70.20         85.10        -84.03 
 21 - 15    2       -70.51        -72.11         84.26        -84.86 
 21 - 15    1       -76.29        -69.71         85.80        -83.32 

 15 -  9    7       -45.76        -51.50         57.62        -60.07 
 15 -  9    6       -46.72        -71.96         67.13        -77.87 
 15 -  9    5       -48.54        -71.13         67.69        -77.30 
 15 -  9    4       -47.99        -77.51         67.98        -80.54 
 15 -  9    3       -48.48        -78.39         67.89        -80.63 
 15 -  9    2       -50.50        -74.99         69.05        -79.47 
 15 -  9    1       -51.31        -79.87         68.18        -80.34 

  9 -  3    7       -31.70        -25.60         42.14        -39.68 
  9 -  3    6       -39.58        -44.40         58.06        -60.00 
  9 -  3    5       -41.80        -41.70         59.05        -59.01 
  9 -  3    4       -44.17        -38.10         62.11        -59.66 
  9 -  3    3       -48.85        -33.94         63.90        -57.87 
  9 -  3    2       -48.41        -23.32         55.48        -45.35 
  9 -  3    1       116.50        -10.16         24.83        -76.00 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    21      7       -55.54         43.07        -30.82        -70.46 
    21      6       -33.28         35.98        -21.64       -156.64 
    21      5       -37.91         37.41        -23.54       -242.12 
    21      4       -36.26         35.94        -22.56       -327.48 
    21      3       -37.10         38.83        -23.73       -412.58 
    21      2       -31.69         22.90        -17.06       -496.84 
    21      1       -53.39         26.31        -22.14       -582.64 

    15      7        13.32        -11.35          7.71       -129.42 
    15      6         9.68         -9.95          6.13       -279.48 
    15      5        10.53        -10.56          6.59       -430.82 
    15      4        10.89        -10.84          6.79       -582.56 
    15      3        10.88        -10.71          6.75       -734.48 
    15      2        10.90        -11.19          6.90       -888.39 
    15      1         7.21         -3.66          3.02      -1039.89 

     9      7        19.80        -17.64         11.70       -102.21 
     9      6        14.73        -13.88          8.94       -238.13 
     9      5        15.45        -16.41          9.96       -374.48 
     9      4        16.93        -14.68          9.88       -517.14 
     9      3        14.86        -15.93          9.62       -661.66 
     9      2        10.66         -3.90          4.55       -796.61 
     9      1       192.47       -208.12        111.27       -901.78 

     3      7        25.60        -23.31         15.28        -39.68 
     3      6        21.09        -21.15         13.20        -99.68 
     3      5        20.55        -19.63         12.55       -158.69 
     3      4        18.47        -17.91         11.37       -218.35 
     3      3        16.03        -14.46          9.53       -276.22 
     3      2         8.86         -4.76          4.26       -321.57 
     3      1         5.40         -3.09          2.36       -397.57 



TELAIO N. 9


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.212           -0.051
    6            -0.162           -0.052
    5            -0.109           -0.043
    4            -0.066           -0.031
    3            -0.035           -0.021
    2            -0.013           -0.016
    1             0.003            0.003



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   22         7       -0.903      -0.740         6       -0.868      -0.325   
              5       -0.790      -0.414         4       -0.668      -0.397   
              3       -0.504      -0.387         2       -0.298      -0.445   
              1       -0.049      -0.151   

   16         7       -2.112       0.185         6       -2.047       0.120   
              5       -1.907       0.129         4       -1.691       0.131   
              3       -1.399       0.129         2       -1.031       0.124   
              1       -0.586       0.133   

   10         7       -1.424       0.059         6       -1.372       0.048   
              5       -1.252       0.043         4       -1.064       0.049   
              3       -0.804       0.035         2       -0.472       0.040   
              1       -0.072       0.000   

    4         7       -0.594       0.332         6       -0.574       0.250   
              5       -0.524       0.253         4       -0.444       0.221   
              3       -0.334       0.203         2       -0.195       0.151   
              1       -0.033       0.013   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 22 - 16    7       -57.45        -61.11         72.87        -74.25 
 22 - 16    6       -79.05        -70.16         89.23        -85.88 
 22 - 16    5       -76.53        -71.46         88.51        -86.60 
 22 - 16    4       -76.29        -71.88         88.39        -86.72 
 22 - 16    3       -75.64        -72.68         88.12        -87.00 
 22 - 16    2       -73.01        -74.66         87.24        -87.87 
 22 - 16    1       -79.01        -72.17         88.85        -86.27 

 16 - 10    7       -47.37        -53.50         59.70        -62.31 
 16 - 10    6       -48.52        -74.42         69.64        -80.67 
 16 - 10    5       -50.42        -73.58         70.23        -80.08 
 16 - 10    4       -49.84        -80.07         70.48        -83.35 
 16 - 10    3       -50.31        -81.02         70.38        -83.45 
 16 - 10    2       -52.29        -77.77         71.50        -82.33 
 16 - 10    1       -53.16        -82.57         70.66        -83.17 

 10 -  4    7       -33.53        -26.87         44.53        -41.84 
 10 -  4    6       -41.06        -46.12         60.21        -62.25 
 10 -  4    5       -43.42        -43.18         61.28        -61.18 
 10 -  4    4       -45.83        -39.41         64.38        -61.79 
 10 -  4    3       -50.68        -35.14         66.23        -59.95 
 10 -  4    2       -50.41        -24.33         57.89        -47.35 
 10 -  4    1       105.46        -10.19         29.26        -75.98 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    22      7       -57.45         44.56        -31.88        -72.87 
    22      6       -34.49         37.27        -22.42       -162.11 
    22      5       -39.26         38.74        -24.37       -250.62 
    22      4       -37.55         37.22        -23.37       -339.01 
    22      3       -38.42         40.24        -24.58       -427.12 
    22      2       -32.77         23.64        -17.63       -514.37 
    22      1       -55.37         27.45        -23.01       -603.21 

    16      7        13.74        -11.71          7.95       -133.95 
    16      6         9.93        -10.22          6.30       -289.47 
    16      5        10.81        -10.85          6.77       -446.30 
    16      4        11.19        -11.15          6.98       -603.51 
    16      3        11.22        -11.05          6.96       -760.89 
    16      2        11.32        -11.61          7.17       -920.25 
    16      1         7.40         -3.74          3.09      -1077.18 

    10      7        19.98        -18.17         11.92       -106.85 
    10      6        15.20        -14.30          9.22       -247.72 
    10      5        15.85        -16.85         10.22       -389.08 
    10      4        17.39        -15.07         10.14       -536.81 
    10      3        15.27        -16.19          9.83       -686.49 
    10      2        11.17         -4.42          4.87       -826.71 
    10      1       183.61       -159.71         95.37       -939.14 

     4      7        26.87        -24.31         15.99        -41.84 
     4      6        21.80        -21.90         13.66       -104.10 
     4      5        21.28        -20.32         13.00       -165.28 
     4      4        19.10        -18.51         11.75       -227.07 
     4      3        16.62        -15.03          9.89       -287.02 
     4      2         9.30         -5.01          4.47       -334.37 
     4      1         5.18         -2.83          2.22       -410.35 



TELAIO N. 10


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.227           -0.052
    6            -0.175           -0.056
    5            -0.119           -0.047
    4            -0.072           -0.035
    3            -0.037           -0.023
    2            -0.014           -0.015
    1             0.001            0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   23         7       -1.230      -0.145         6       -1.195      -0.061   
              5       -1.115      -0.076         4       -0.990      -0.084   
              3       -0.819      -0.082         2       -0.602      -0.073   
              1       -0.341      -0.092   

   17         7       -2.020       0.021         6       -1.959       0.006   
              5       -1.826       0.015         4       -1.621       0.001   
              3       -1.343       0.006         2       -0.991       0.007   
              1       -0.565       0.021   

   11         7       -2.029       0.015         6       -1.968       0.047   
              5       -1.834       0.030         4       -1.628       0.043   
              3       -1.349       0.024         2       -0.995       0.007   
              1       -0.567      -0.031   

    5         7       -1.230       0.166         6       -1.195       0.088   
              5       -1.115       0.102         4       -0.990       0.100   
              3       -0.819       0.093         2       -0.603       0.081   
              1       -0.342       0.092   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 23 - 17    7       -67.41        -48.07         72.50        -65.20 
 23 - 17    6       -95.30        -50.27         93.32        -76.33 
 23 - 17    5       -91.96        -52.09         92.35        -77.30 
 23 - 17    4       -96.15        -48.55         95.80        -77.83 
 23 - 17    3       -90.92        -53.48         93.88        -79.75 
 23 - 17    2       -84.93        -60.20         91.48        -82.15 
 23 - 17    1       -73.08        -68.82         87.62        -86.01 

 17 - 11    7       -48.29        -46.67         60.90        -60.22 
 17 - 11    6       -57.22        -54.87         72.41        -71.41 
 17 - 11    5       -57.22        -55.23         72.33        -71.49 
 17 - 11    4       -57.04        -55.04         72.34        -71.48 
 17 - 11    3       -56.90        -55.51         72.21        -71.61 
 17 - 11    2       -56.66        -56.00         72.05        -71.77 
 17 - 11    1       -56.51        -56.87         71.83        -71.99 

 11 -  5    7       -45.83        -62.76         66.05        -72.89 
 11 -  5    6       -50.85        -87.54         78.17        -93.00 
 11 -  5    5       -51.74        -84.49         78.97        -92.20 
 11 -  5    4       -50.35        -87.73         79.89        -94.99 
 11 -  5    3       -52.60        -84.19         81.06        -93.82 
 11 -  5    2       -56.47        -79.74         82.74        -92.14 
 11 -  5    1       -60.65        -70.22         85.51        -89.37 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    23      7       -67.41         53.15        -37.68        -72.50 
    23      6       -42.15         44.73        -27.15       -165.82 
    23      5       -47.23         48.54        -29.93       -258.17 
    23      4       -47.61         47.26        -29.64       -353.96 
    23      3       -43.66         42.26        -26.85       -447.84 
    23      2       -42.66         45.72        -27.62       -539.32 
    23      1       -27.36         13.62        -11.39       -626.94 

    17      7        -0.22          2.65         -0.90       -126.10 
    17      6        -4.30          2.87         -2.24       -274.84 
    17      5        -2.26          4.50         -2.11       -424.48 
    17      4        -3.99          3.15         -2.23       -574.65 
    17      3        -0.27          0.09         -0.11       -726.60 
    17      2         3.63         -5.92          2.98       -880.80 
    17      1         6.40         -3.26          2.68      -1038.65 

    11      7         0.84         -1.84          0.84       -126.27 
    11      6         2.19         -1.66          1.20       -275.85 
    11      5         1.83         -2.25          1.27       -426.31 
    11      4         2.44         -1.85          1.34       -577.68 
    11      3         1.05         -0.51          0.49       -730.36 
    11      2        -0.97          2.12         -0.97       -884.86 
    11      1        -1.66          0.82         -0.69      -1042.36 

     5      7        62.76        -49.51         35.08        -72.89 
     5      6        38.03        -40.48         24.54       -165.89 
     5      5        44.01        -43.69         27.41       -258.09 
     5      4        44.04        -42.82         27.14       -353.09 
     5      3        41.38        -39.30         25.21       -446.91 
     5      2        40.44        -42.40         25.89       -539.06 
     5      1        27.82        -13.97         11.61       -628.43 



TELAIO N. 11


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.238           -0.053
    6            -0.185           -0.058
    5            -0.127           -0.050
    4            -0.077           -0.037
    3            -0.040           -0.024
    2            -0.015           -0.014
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   24         7       -0.612      -0.075         6       -0.592      -0.037   
              5       -0.542      -0.043         4       -0.463      -0.054   
              3       -0.353      -0.054         2       -0.211      -0.046   
              1       -0.045      -0.006   

   18         7       -1.144       0.008         6       -1.111      -0.008   
              5       -1.030      -0.002         4       -0.901      -0.009   
              3       -0.721      -0.002         2       -0.490      -0.002   
              1       -0.218      -0.028   

   12         7       -1.110       0.026         6       -1.078       0.034   
              5       -1.000       0.028         4       -0.874       0.032   
              3       -0.699       0.022         2       -0.475       0.013   
              1       -0.211       0.030   

    6         7       -0.582       0.092         6       -0.563       0.066   
              5       -0.517       0.070         4       -0.442       0.070   
              3       -0.337       0.063         2       -0.204       0.054   
              1       -0.048       0.008   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 24 - 18    7       -39.81        -24.80         41.15        -35.49 
 24 - 18    6       -62.57        -33.65         60.98        -50.06 
 24 - 18    5       -61.17        -34.31         60.59        -50.45 
 24 - 18    4       -66.24        -35.02         65.75        -53.97 
 24 - 18    3       -62.98        -37.47         64.68        -55.05 
 24 - 18    2       -47.40        -29.88         49.60        -42.99 
 24 - 18    1      -836.42        446.48        288.35        195.76 

 18 - 12    7       -26.07        -23.61         32.69        -31.65 
 18 - 12    6       -37.72        -35.11         49.01        -47.90 
 18 - 12    5       -38.27        -35.48         49.05        -47.86 
 18 - 12    4       -38.83        -35.10         51.01        -49.43 
 18 - 12    3       -39.82        -36.16         51.00        -49.44 
 18 - 12    2       -32.17        -30.42         41.43        -40.68 
 18 - 12    1       442.68        411.21         34.36        -47.75 

 12 -  6    7       -22.49        -33.93         33.48        -38.10 
 12 -  6    6       -32.42        -54.57         49.58        -58.53 
 12 -  6    5       -33.11        -53.18         50.00        -58.11 
 12 -  6    4       -32.14        -55.96         51.10        -60.72 
 12 -  6    3       -33.86        -53.85         51.87        -59.95 
 12 -  6    2       -28.30        -42.23         42.63        -48.26 
 12 -  6    1       414.75       -823.78       -204.77       -295.65 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    24      7       -39.81         33.53        -22.92        -41.15 
    24      6       -29.05         29.91        -18.43       -102.13 
    24      5       -31.26         33.13        -20.12       -162.71 
    24      4       -33.10         33.15        -20.70       -228.47 
    24      3       -29.83         28.52        -18.24       -293.14 
    24      2       -18.88         12.12         -9.69       -342.75 
    24      1      -824.30        429.45       -348.26       -631.10 

    18      7        -1.27          1.79         -0.95        -68.18 
    18      6        -2.29          2.09         -1.37       -167.25 
    18      5        -1.87          2.09         -1.24       -266.75 
    18      4        -1.72          1.48         -1.00       -371.74 
    18      3        -0.87          0.88         -0.55       -477.79 
    18      2        -1.41          2.23         -1.14       -562.20 
    18      1        -1.57          0.79         -0.66       -400.80 

    12      7         1.13         -1.40          0.79        -65.13 
    12      6         1.29         -1.09          0.75       -162.61 
    12      5         1.27         -1.40          0.83       -260.47 
    12      4         1.56         -1.25          0.88       -361.00 
    12      3         1.05         -0.78          0.57       -462.31 
    12      2         1.34         -1.88          1.00       -545.62 
    12      1         1.66         -0.82          0.69       -388.60 

     6      7        33.93        -29.61         19.85        -38.10 
     6      6        24.97        -25.59         15.80        -96.63 
     6      5        27.59        -27.58         17.24       -154.74 
     6      4        28.38        -27.26         17.39       -215.46 
     6      3        26.59        -25.00         16.12       -275.41 
     6      2        17.23         -9.48          8.35       -323.66 
     6      1       814.30       -393.05        335.38       -619.31 


Il calcolo e' stato eseguito :
- trascurando l'interazione tra aste di telai distinti che incidono
  in uno stesso punto nodale
- tenendo conto della deformazione estensionale delle aste
- trascurando la deformazione a taglio delle aste

Attenzione:
- l'effettivo sforzo normale in ciascun pilastro dello schema spaziale
  deve essere valutato  come somma  degli sforzi normali dei telai cui
  esso appartiene





SCHEMA DI CARICO N. 3      direzione x (analisi modale)

ANALISI MODALE


MASSE DISPOSTE SUGLI IMPLACATI

Impalcato   Xm (m)     Ym (m)      massa (t)     rho (m)

     7      11.56       7.65        329.820        8.30
     6      11.02       7.05        327.410        8.02
     5      11.02       7.05        327.410        8.02
     4      11.02       7.05        336.350        8.02
     3      11.02       7.05        336.350        8.02
     2      11.12       7.09        326.500        7.86
     1      11.12       7.09        326.500        7.86


Angolo sisma =  0 gradi



SPETTRO DI PROGETTO PER SLU, DM 2008

ag = 0.200 g           q = 3.90
suolo = "B"    categoria topografica = "T1"
Fo = 2.482         TC* = 0.361
dati derivati:
s = 1.200         
TB = 0.16 s       TC = 0.49 s       TD = 2.40 s



ANALISI MODALE - modo1

T = 0.7140 s          omega2 =   77.4470         p =   1.7217
Massa modale =    0.1283 %

ordinata spettrale  beta = 0.1042       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7            0.005413      0.026206      0.000558
    6            0.004729      0.023649      0.000481
    5            0.003845      0.019768      0.000387
    4            0.002833      0.015028      0.000282
    3            0.001766      0.009834      0.000173
    2            0.000702      0.004287      0.000067
    1            0.000008      0.000074      0.000001



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65        0.66      18.95       22.30
     6      11.02       7.05        0.77      16.68       17.83
     5      11.02       7.05        0.64      13.84       14.35
     4      11.02       7.05        0.50      10.73       10.74
     3      11.02       7.05        0.32       6.95        6.59
     2      11.12       7.09        0.13       2.89        2.37
     1      11.12       7.09        0.00       0.05        0.03


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7          0.123        0.595        0.013
    6          0.107        0.537        0.011
    5          0.087        0.449        0.009
    4          0.064        0.341        0.006
    3          0.040        0.223        0.004
    2          0.016        0.097        0.002
    1          0.000        0.002        0.000



ANALISI MODALE - modo2

T = 0.6877 s          omega2 =   83.4746         p =  40.0446
Massa modale =   69.4083 %

ordinata spettrale  beta = 0.1081       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7            0.034477     -0.004041      0.000215
    6            0.030823     -0.003851      0.000213
    5            0.025547     -0.003347      0.000190
    4            0.019240     -0.002628      0.000152
    3            0.012430     -0.001769      0.000104
    2            0.005320     -0.000789      0.000047
    1            0.000054     -0.000001      0.000000



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65      459.93     -21.73      207.85
     6      11.02       7.05      407.77     -20.90      190.61
     5      11.02       7.05      336.66     -17.43      169.96
     4      11.02       7.05      259.57     -13.60      139.75
     3      11.02       7.05      167.11      -8.90       95.60
     2      11.12       7.09       69.17      -3.71       40.20
     1      11.12       7.09        0.78      -0.07       -0.29


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7         17.544       -2.056        0.110
    6         15.685       -1.960        0.108
    5         13.000       -1.703        0.097
    4          9.790       -1.337        0.077
    3          6.325       -0.900        0.053
    2          2.707       -0.402        0.024
    1          0.027       -0.001        0.000



ANALISI MODALE - modo3

T = 0.5809 s          omega2 =  117.0008         p =  -2.2392
Massa modale =    0.2170 %

ordinata spettrale  beta = 0.1280       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7            0.026688     -0.048923      0.004016
    6            0.024030     -0.043852      0.003575
    5            0.020024     -0.036419      0.002952
    4            0.015129     -0.027460      0.002212
    3            0.009762     -0.017722      0.001416
    2            0.004078     -0.007449      0.000588
    1            0.000034     -0.000084      0.000006



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65        3.74       2.32     -256.60
     6      11.02       7.05        1.08       4.10     -211.74
     5      11.02       7.05        0.72       3.58     -174.81
     4      11.02       7.05        0.44       2.92     -134.58
     3      11.02       7.05        0.21       2.00      -86.17
     2      11.12       7.09        0.08       0.84      -33.35
     1      11.12       7.09        0.01       0.01       -0.36


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7         -0.641        1.176       -0.097
    6         -0.578        1.054       -0.086
    5         -0.481        0.875       -0.071
    4         -0.364        0.660       -0.053
    3         -0.235        0.426       -0.034
    2         -0.098        0.179       -0.014
    1         -0.001        0.002        0.000



ANALISI MODALE - modo4

T = 0.2406 s          omega2 =  681.8070         p =   0.6162
Massa modale =    0.0164 %

ordinata spettrale  beta = 0.1527       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7           -0.002941     -0.028038     -0.000218
    6           -0.000083     -0.009806      0.000054
    5            0.002495      0.010682      0.000275
    4            0.003833      0.024006      0.000373
    3            0.003425      0.024162      0.000317
    2            0.001643      0.012959      0.000145
    1            0.000023      0.000209      0.000003



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65       -0.39      -9.30       -4.56
     6      11.02       7.05       -0.14      -2.79        1.04
     5      11.02       7.05        0.17       4.14        5.34
     4      11.02       7.05        0.37       8.73        7.46
     3      11.02       7.05        0.37       8.59        6.34
     2      11.12       7.09        0.19       4.39        2.70
     1      11.12       7.09        0.00       0.07        0.05


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7         -0.004       -0.038        0.000
    6          0.000       -0.013        0.000
    5          0.003        0.014        0.000
    4          0.005        0.033        0.001
    3          0.005        0.033        0.000
    2          0.002        0.018        0.000
    1          0.000        0.000        0.000



ANALISI MODALE - modo5

T = 0.2278 s          omega2 =  760.9162         p = -15.2421
Massa modale =   10.0557 %

ordinata spettrale  beta = 0.1527       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7            0.034381     -0.008231      0.000586
    6            0.011231     -0.003895      0.000289
    5           -0.014415      0.001749     -0.000105
    4           -0.030867      0.005786     -0.000390
    3           -0.030745      0.006205     -0.000424
    2           -0.016315      0.003380     -0.000230
    1           -0.000158      0.000017      0.000000



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65     -225.23      11.00     -303.90
     6      11.02       7.05      -68.76       5.33     -138.89
     5      11.02       7.05      102.25      -4.42       50.53
     4      11.02       7.05      215.98     -11.42      192.78
     3      11.02       7.05      213.23     -11.81      209.27
     2      11.12       7.09      109.48      -6.09      106.15
     1      11.12       7.09        1.16      -0.09        0.21


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7         -1.032        0.247       -0.018
    6         -0.337        0.117       -0.009
    5          0.433       -0.053        0.003
    4          0.926       -0.174        0.012
    3          0.923       -0.186        0.013
    2          0.490       -0.101        0.007
    1          0.005       -0.001        0.000



ANALISI MODALE - modo6

T = 0.1953 s          omega2 = 1035.3564         p =  -2.0832
Massa modale =    0.1878 %

ordinata spettrale  beta = 0.1527       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7           -0.022819      0.043454     -0.003646
    6           -0.007039      0.012784     -0.000956
    5            0.010375     -0.020557      0.001852
    4            0.021366     -0.041446      0.003545
    3            0.020811     -0.040347      0.003388
    2            0.010535     -0.020645      0.001708
    1            0.000079     -0.000192      0.000016



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65       -5.22      -1.34      258.60
     6      11.02       7.05        0.31      -2.30       62.83
     5      11.02       7.05        2.74       0.15     -121.77
     4      11.02       7.05        3.80       2.50     -239.36
     3      11.02       7.05        3.23       3.16     -228.78
     2      11.12       7.09        1.61       1.68     -107.56
     1      11.12       7.09        0.04       0.01       -1.03


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7          0.069       -0.131        0.011
    6          0.021       -0.039        0.003
    5         -0.031        0.062       -0.006
    4         -0.064        0.125       -0.011
    3         -0.063        0.122       -0.010
    2         -0.032        0.062       -0.005
    1          0.000        0.001        0.000



ANALISI MODALE - modo7

T = 0.1322 s          omega2 = 2257.6047         p =  -0.1762
Massa modale =    0.0013 %

ordinata spettrale  beta = 0.1689       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7            0.000250     -0.026102      0.000117
    6            0.001803      0.014444      0.000193
    5            0.001247      0.028405      0.000079
    4           -0.000679      0.004450     -0.000106
    3           -0.001907     -0.024378     -0.000189
    2           -0.001271     -0.022608     -0.000110
    1           -0.000030     -0.000426     -0.000004



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65        0.06       2.38       -0.78
     6      11.02       7.05       -0.04      -1.58       -1.18
     5      11.02       7.05       -0.07      -2.80       -0.49
     4      11.02       7.05       -0.01      -0.32        0.67
     3      11.02       7.05        0.06       2.60        1.19
     2      11.12       7.09        0.05       2.27        0.65
     1      11.12       7.09        0.00       0.04        0.02


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7          0.000        0.003        0.000
    6          0.000       -0.002        0.000
    5          0.000       -0.004        0.000
    4          0.000       -0.001        0.000
    3          0.000        0.003        0.000
    2          0.000        0.003        0.000
    1          0.000        0.000        0.000

Sovrapposizione modale effettuata col metodo CQC

smorzamento  =   5.00 %
omega =          8.80   9.14  10.82  26.11  27.58  32.18  47.51
coefficienti =  1.000  0.877  0.189  0.007  0.006  0.004  0.002
                0.877  1.000  0.258  0.007  0.006  0.005  0.002
                0.189  0.258  1.000  0.011  0.009  0.007  0.003
                0.007  0.007  0.011  1.000  0.768  0.185  0.025
                0.006  0.006  0.009  0.768  1.000  0.295  0.031
                0.004  0.005  0.007  0.185  0.295  1.000  0.060
                0.002  0.002  0.003  0.025  0.031  0.060  1.000



TELAIO N. 1 - modo n.1

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 1 - modo n.2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            17.506            1.859
    6            15.647            2.681
    5            12.966            3.203
    4             9.763            3.457
    3             6.307            3.608
    2             2.699            2.671
    1             0.027            0.027



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7        0.567      -0.277         6        0.559      -0.338   
              5        0.530      -0.406         4        0.472      -0.317   
              3        0.372      -0.311         2        0.225      -0.243   
              1        0.032      -0.008   

   20         7        0.001      -0.399         6        0.001      -0.520   
              5        0.002      -0.698         4        0.005      -0.642   
              3        0.006      -0.689         2        0.006      -0.656   
              1        0.004      -0.010   

   21         7       -0.415      -0.403         6       -0.412      -0.578   
              5       -0.395      -0.776         4       -0.357      -0.776   
              3       -0.283      -0.833         2       -0.170      -0.837   
              1       -0.016      -0.007   

   22         7        0.195      -0.413         6        0.194      -0.595   
              5        0.187      -0.803         4        0.170      -0.826   
              3        0.134      -0.886         2        0.079      -0.909   
              1        0.004      -0.006   

   23         7       -0.008      -0.149         6       -0.009      -0.182   
              5       -0.009      -0.218         4       -0.012      -0.125   
              3       -0.012      -0.122         2       -0.009      -0.071   
              1       -0.003      -0.009   

   24         7       -0.348      -0.292         6       -0.342      -0.378   
              5       -0.324      -0.488         4       -0.286      -0.432   
              3       -0.226      -0.451         2       -0.140      -0.420   
              1       -0.030      -0.010   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 20    7        26.36        -32.96        -16.25        -16.25 
 19 - 20    6        68.81        -85.75        -42.34        -42.34 
 19 - 20    5       100.30       -127.46        -62.40        -62.40 
 19 - 20    4       132.02       -180.08        -85.51        -85.51 
 19 - 20    3       149.43       -205.37        -97.21        -97.21 
 19 - 20    2       142.47       -203.52        -94.79        -94.79 
 19 - 20    1        70.97       -116.26        -51.30        -51.30 

 20 - 21    7        38.62        -38.78        -16.13        -16.13 
 20 - 21    6        96.35       -100.43        -40.99        -40.99 
 20 - 21    5       136.32       -141.84        -57.95        -57.95 
 20 - 21    4       206.37       -221.47        -89.13        -89.13 
 20 - 21    3       228.52       -244.79        -98.61        -98.61 
 20 - 21    2       229.39       -249.74        -99.82        -99.82 
 20 - 21    1       235.56       -186.00        -87.83        -87.83 

 21 - 22    7        21.78        -21.91         -9.10         -9.10 
 21 - 22    6        28.98        -29.22        -12.12        -12.12 
 21 - 22    5        36.98        -37.35        -15.48        -15.48 
 21 - 22    4        36.83        -37.51        -15.49        -15.49 
 21 - 22    3        38.29        -39.00        -16.10        -16.10 
 21 - 22    2        37.26        -38.25        -15.73        -15.73 
 21 - 22    1       504.77       -494.67       -208.22       -208.22 

 22 - 23    7        32.45        -22.46        -10.56        -10.56 
 22 - 23    6        82.10        -55.04        -26.37        -26.37 
 22 - 23    5       111.86        -73.59        -35.66        -35.66 
 22 - 23    4       173.71       -100.90        -52.81        -52.81 
 22 - 23    3       188.00       -108.64        -57.05        -57.05 
 22 - 23    2       190.96       -103.85        -56.69        -56.69 
 22 - 23    1       247.91       -280.20       -101.56       -101.56 

 23 - 24    7        16.71        -24.21        -10.91        -10.91 
 23 - 24    6        43.04        -60.88        -27.71        -27.71 
 23 - 24    5        60.93        -85.42        -39.03        -39.03 
 23 - 24    4        66.65       -110.88        -47.34        -47.34 
 23 - 24    3        75.52       -122.97        -52.93        -52.93 
 23 - 24    2        65.87       -116.17        -48.54        -48.54 
 23 - 24    1       118.10       -138.13        -68.33        -68.33 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7        26.36        -24.47         15.88         16.25 
    19      6        44.34        -42.23         27.05         58.60 
    19      5        58.07        -60.83         37.16        120.99 
    19      4        71.18        -71.37         44.55        206.50 
    19      3        78.06        -80.15         49.44        303.71 
    19      2        62.32        -69.61         41.23        398.50 
    19      1         1.36         -3.06          1.23        449.79 

    20      7        71.58        -51.21         38.37         -0.13 
    20      6       130.88       -100.86         72.42         -1.48 
    20      5       162.92       -172.37        104.78         -5.92 
    20      4       214.09       -206.15        131.33         -2.30 
    20      3       227.73       -233.30        144.07         -0.90 
    20      2       199.61       -308.58        158.81          4.13 
    20      1        43.24       -263.85         85.30         40.66 

    21      7        60.56        -31.12         28.65         -7.02 
    21      6        98.28        -64.85         50.98        -35.89 
    21      5       113.97       -113.92         71.22        -78.36 
    21      4       144.38       -134.68         87.21       -152.00 
    21      3       148.39       -147.86         92.58       -234.51 
    21      2       139.13       -279.16        130.72       -318.60 
    21      1       411.61       -756.70        324.53       -198.21 

    22      7        54.36        -23.55         24.35          1.45 
    22      6        87.77        -52.76         43.91         15.70 
    22      5        96.45        -92.53         59.05         35.88 
    22      4       118.69       -108.57         71.02         73.20 
    22      3       118.43       -114.49         72.79        114.14 
    22      2       114.72       -267.12        119.33        155.11 
    22      1       475.46       -788.62        351.13         48.46 

    23      7        39.17        -38.16         24.17          0.36 
    23      6        59.91        -58.79         37.10          1.70 
    23      5        75.72        -78.60         48.23          5.06 
    23      4        88.95        -89.04         55.62         -0.40 
    23      3        95.12        -96.72         59.95         -4.52 
    23      2        73.00        -74.92         46.23        -12.67 
    23      1       323.38       -862.10        329.30        -45.90 

    24      7        24.21        -21.53         14.30        -10.91 
    24      6        39.35        -35.96         23.53        -38.63 
    24      5        49.46        -51.19         31.45        -77.65 
    24      4        59.70        -59.10         37.12       -125.00 
    24      3        63.87        -64.85         40.23       -177.93 
    24      2        51.32        -64.03         36.05       -226.47 
    24      1        74.10       -299.74        103.84       -294.80 



TELAIO N. 1 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 1 - modo n.4

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 1 - modo n.5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.026           -0.692
    6            -0.334           -0.766
    5             0.432           -0.491
    4             0.922            0.004
    3             0.918            0.431
    2             0.487            0.483
    1             0.005            0.005



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7       -0.083       0.079         6       -0.079       0.091   
              5       -0.068       0.079         4       -0.049       0.027   
              3       -0.028      -0.007         2       -0.010      -0.025   
              1        0.000       0.001   

   20         7        0.006       0.144         6        0.005       0.167   
              5        0.005       0.150         4        0.003       0.047   
              3        0.002      -0.040         2        0.002      -0.098   
              1        0.001      -0.001   

   21         7        0.055       0.156         6        0.053       0.192   
              5        0.046       0.172         4        0.033       0.057   
              3        0.018      -0.054         2        0.006      -0.132   
              1        0.001      -0.001   

   22         7       -0.025       0.163         6       -0.024       0.201   
              5       -0.021       0.180         4       -0.015       0.061   
              3       -0.008      -0.059         2       -0.003      -0.145   
              1        0.000      -0.001   

   23         7       -0.004       0.041         6       -0.003       0.047   
              5       -0.003       0.040         4       -0.002       0.010   
              3       -0.001      -0.001         2       -0.001      -0.003   
              1        0.000      -0.001   

   24         7        0.050       0.099         6        0.048       0.116   
              5        0.041       0.103         4        0.030       0.034   
              3        0.017      -0.023         2        0.006      -0.060   
              1       -0.001      -0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 20    7       -12.36         15.85          7.73          7.73 
 19 - 20    6       -26.13         33.16         16.24         16.24 
 19 - 20    5       -23.11         29.77         14.49         14.49 
 19 - 20    4        -8.61         11.64          5.55          5.55 
 19 - 20    3        11.80        -16.70         -7.81         -7.81 
 19 - 20    2        23.28        -34.14        -15.73        -15.73 
 19 - 20    1        14.37        -47.23        -16.88        -16.88 

 20 - 21    7       -16.90         17.39          7.14          7.14 
 20 - 21    6       -35.17         36.96         15.03         15.03 
 20 - 21    5       -31.61         33.15         13.49         13.49 
 20 - 21    4       -14.94         16.01          6.45          6.45 
 20 - 21    3        16.28        -17.80         -7.10         -7.10 
 20 - 21    2        37.20        -40.96        -16.28        -16.28 
 20 - 21    1        52.41        -57.88        -22.98        -22.98 

 21 - 22    7        -7.13          7.22          2.99          2.99 
 21 - 22    6        -8.62          8.73          3.61          3.61 
 21 - 22    5        -7.69          7.80          3.23          3.23 
 21 - 22    4        -2.78          2.83          1.17          1.17 
 21 - 22    3         2.04         -2.11         -0.87         -0.87 
 21 - 22    2         5.48         -5.67         -2.32         -2.32 
 21 - 22    1        52.65        -52.14        -21.83        -21.83 

 22 - 23    7       -13.42          8.82          4.28          4.28 
 22 - 23    6       -28.58         18.55          9.06          9.06 
 22 - 23    5       -25.48         16.34          8.04          8.04 
 22 - 23    4       -12.84          7.59          3.93          3.93 
 22 - 23    3        12.77         -6.82         -3.77         -3.77 
 22 - 23    2        30.62        -15.84         -8.93         -8.93 
 22 - 23    1        59.29        -57.33        -22.43        -22.43 

 23 - 24    7        -7.28         10.34          4.70          4.70 
 23 - 24    6       -15.42         21.67          9.89          9.89 
 23 - 24    5       -13.43         19.12          8.68          8.68 
 23 - 24    4        -4.12          7.51          3.10          3.10 
 23 - 24    3         5.86         -8.97         -3.95         -3.95 
 23 - 24    2        10.26        -18.41         -7.64         -7.64 
 23 - 24    1        49.98        -49.14        -26.43        -26.43 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7       -12.36         11.98         -7.61         -7.73 
    19      6       -14.15         14.55         -8.97        -23.97 
    19      5        -8.56         10.17         -5.85        -38.46 
    19      4         1.55         -0.49          0.64        -44.01 
    19      3        11.31        -10.77          6.90        -36.20 
    19      2        12.51        -13.30          8.07        -20.47 
    19      1         1.08         -0.95          0.56         -3.59 

    20      7       -32.75         28.85        -19.25          0.59 
    20      6       -39.49         42.34        -25.57          1.80 
    20      5       -19.04         36.37        -17.32          2.80 
    20      4         9.79          5.03          1.49          1.90 
    20      3        38.01        -28.27         20.71          1.19 
    20      2        43.07        -59.46         32.04          1.74 
    20      1        40.19        -62.12         28.42          7.84 

    21      7       -24.51         18.31        -13.38          4.15 
    21      6       -27.27         30.73        -18.13         15.57 
    21      5       -10.10         29.50        -12.38         25.83 
    21      4        10.72          7.98          0.86         31.11 
    21      3        27.82        -14.71         13.29         24.88 
    21      2        31.73        -53.70         26.69         10.92 
    21      1        56.83       -124.00         50.23          9.77 

    22      7       -20.65         14.25        -10.91         -1.29 
    22      6       -23.06         26.56        -15.51         -6.73 
    22      5        -6.71         26.85        -10.49        -11.55 
    22      4        11.18          8.97          0.69        -14.31 
    22      3        23.85         -9.23         10.34        -11.41 
    22      2        27.06        -51.37         24.51         -4.80 
    22      1        60.06       -125.62         51.58         -4.20 

    23      7       -16.09         15.90        -10.00         -0.42 
    23      6       -18.08         18.30        -11.37         -1.25 
    23      5       -11.47         12.40         -7.46         -1.89 
    23      4         0.69         -0.34          0.32         -1.06 
    23      3        12.34        -12.30          7.70         -0.88 
    23      2        13.80        -13.86          8.64         -2.17 
    23      1        93.45       -168.26         72.70          1.84 

    24      7       -10.34          9.82         -6.30          4.70 
    24      6       -11.86         12.28         -7.54         14.59 
    24      5        -6.85          9.00         -4.95         23.27 
    24      4         1.48          0.28          0.38         26.37 
    24      3         9.25         -8.12          5.43         22.42 
    24      2        10.29        -12.11          7.00         14.77 
    24      1        37.03        -64.10         28.09        -11.66 



TELAIO N. 1 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 1 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 1 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            17.486            1.975
    6            15.607            2.776
    5            12.939            3.229
    4             9.782            3.448
    3             6.357            3.625
    2             2.735            2.707
    1             0.028            0.028



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7        0.571      -0.287         6        0.563      -0.349   
              5        0.533      -0.412         4        0.473      -0.317   
              3        0.372      -0.310         2        0.225      -0.244   
              1        0.032      -0.008   

   20         7        0.006      -0.423         6        0.005      -0.544   
              5        0.005      -0.711         4        0.006      -0.642   
              3        0.006      -0.688         2        0.006      -0.661   
              1        0.004      -0.010   

   21         7       -0.418      -0.430         6       -0.414      -0.606   
              5       -0.396      -0.791         4       -0.357      -0.776   
              3       -0.283      -0.833         2       -0.169      -0.845   
              1       -0.016      -0.007   

   22         7        0.196      -0.442         6        0.195      -0.625   
              5        0.187      -0.819         4        0.170      -0.826   
              3        0.134      -0.886         2        0.079      -0.918   
              1        0.004      -0.007   

   23         7       -0.009      -0.154         6       -0.009      -0.187   
              5       -0.010      -0.221         4       -0.012      -0.125   
              3       -0.012      -0.122         2       -0.010      -0.071   
              1       -0.003      -0.009   

   24         7       -0.350      -0.307         6       -0.345      -0.394   
              5       -0.325      -0.496         4       -0.287      -0.432   
              3       -0.226      -0.451         2       -0.139      -0.423   
              1       -0.030      -0.010   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 20    7        28.98        -36.40        -17.91        -17.91 
 19 - 20    6        73.26        -91.50        -45.14        -45.14 
 19 - 20    5       102.51       -130.36        -63.80        -63.80 
 19 - 20    4       131.91       -179.93        -85.43        -85.43 
 19 - 20    3       149.53       -205.54        -97.28        -97.28 
 19 - 20    2       143.99       -205.84        -95.84        -95.84 
 19 - 20    1        72.23       -125.38        -53.93        -53.93 

 20 - 21    7        41.97        -42.31        -17.56        -17.56 
 20 - 21    6       102.09       -106.52        -43.46        -43.46 
 20 - 21    5       139.37       -145.07        -59.26        -59.26 
 20 - 21    4       206.30       -221.39        -89.10        -89.10 
 20 - 21    3       228.53       -244.83        -98.62        -98.62 
 20 - 21    2       231.79       -252.42       -100.88       -100.88 
 20 - 21    1       241.11       -194.75        -90.73        -90.73 

 21 - 22    7        22.83        -22.99         -9.55         -9.55 
 21 - 22    6        30.11        -30.37        -12.60        -12.60 
 21 - 22    5        37.62        -38.00        -15.76        -15.76 
 21 - 22    4        36.83        -37.51        -15.49        -15.49 
 21 - 22    3        38.25        -38.96        -16.08        -16.08 
 21 - 22    2        37.56        -38.56        -15.86        -15.86 
 21 - 22    1       506.81       -496.72       -209.07       -209.07 

 22 - 23    7        34.96        -24.02        -11.34        -11.34 
 22 - 23    6        86.54        -57.82        -27.76        -27.76 
 22 - 23    5       114.26        -75.08        -36.41        -36.41 
 22 - 23    4       173.67       -100.88        -52.80        -52.80 
 22 - 23    3       187.97       -108.59        -57.03        -57.03 
 22 - 23    2       192.91       -104.78        -57.25        -57.25 
 22 - 23    1       254.85       -285.93       -103.98       -103.98 

 23 - 24    7        18.15        -26.21        -11.83        -11.83 
 23 - 24    6        45.51        -64.33        -29.29        -29.29 
 23 - 24    5        62.15        -87.19        -39.82        -39.82 
 23 - 24    4        66.58       -110.81        -47.30        -47.30 
 23 - 24    3        75.56       -122.99        -52.95        -52.95 
 23 - 24    2        66.49       -117.32        -49.02        -49.02 
 23 - 24    1       128.33       -146.66        -73.30        -73.30 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7        28.98        -27.11         17.53         17.91 
    19      6        46.32        -44.45         28.37         63.01 
    19      5        58.49        -61.45         37.48        126.41 
    19      4        71.02        -71.19         44.44        210.37 
    19      3        78.68        -80.67         49.80        304.91 
    19      2        63.39        -70.68         41.90        397.91 
    19      1         1.74         -3.20          1.35        448.69 

    20      7        78.36        -58.52         42.74         -0.59 
    20      6       136.04       -108.78         76.41         -2.31 
    20      5       163.48       -175.46        105.81         -6.52 
    20      4       213.79       -205.67        131.00         -2.96 
    20      3       230.31       -234.44        145.20         -1.47 
    20      2       203.64       -313.41        161.57          4.47 
    20      1        59.42       -271.28         90.13         41.41 

    21      7        65.06        -35.97         31.49         -8.11 
    21      6       101.50        -71.33         53.82        -38.93 
    21      5       114.06       -117.17         72.02        -82.14 
    21      4       144.44       -134.55         87.00       -154.59 
    21      3       150.60       -148.24         93.30       -235.11 
    21      2       142.30       -283.51        133.05       -317.90 
    21      1       415.60       -766.67        328.38       -197.84 

    22      7        57.91        -27.43         26.58          1.93 
    22      6        90.31        -58.70         46.32         17.00 
    22      5        96.38        -95.90         59.75         37.53 
    22      4       118.95       -108.62         70.85         74.32 
    22      3       120.51       -114.60         73.34        114.37 
    22      2       117.53       -271.28        121.48        154.76 
    22      1       479.25       -798.41        354.86         48.49 

    23      7        42.16        -41.16         26.04          0.55 
    23      6        62.30        -61.30         38.62          2.09 
    23      5        76.32        -79.29         48.63          5.38 
    23      4        88.72        -88.81         55.48         -1.13 
    23      3        95.69        -97.25         60.29         -4.60 
    23      2        74.10        -75.99         46.90        -12.83 
    23      1       336.87       -878.30        337.29        -45.80 

    24      7        26.21        -23.56         15.55        -11.83 
    24      6        40.90        -37.81         24.59        -41.10 
    24      5        49.76        -51.78         31.73        -80.73 
    24      4        59.56        -58.94         37.03       -127.28 
    24      3        64.38        -65.20         40.49       -178.77 
    24      2        52.20        -64.99         36.62       -226.30 
    24      1        83.04       -306.57        107.66       -294.52 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    2            0.00



TELAIO N. 2 - modo n.1

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 2 - modo n.2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            16.925            1.853
    6            15.072            2.618
    5            12.454            3.100
    4             9.353            3.327
    3             6.026            3.454
    2             2.572            2.544
    1             0.028            0.028



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   13         7        0.358      -0.356         6        0.354      -0.404   
              5        0.336      -0.498         4        0.299      -0.427   
              3        0.236      -0.431         2        0.143      -0.372   
              1        0.022      -0.084   

   14         7       -0.333      -0.213         6       -0.333      -0.329   
              5       -0.325      -0.390         4       -0.303      -0.351   
              3       -0.262      -0.351         2       -0.196      -0.292   
              1       -0.107      -0.142   

   15         7        0.528      -0.420         6        0.526      -0.582   
              5        0.512      -0.767         4        0.479      -0.768   
              3        0.414      -0.826         2        0.311      -0.766   
              1        0.171      -0.294   

   16         7       -0.210      -0.395         6       -0.211      -0.519   
              5       -0.209      -0.699         4       -0.200      -0.646   
              3       -0.177      -0.705         2       -0.136      -0.647   
              1       -0.075      -0.253   

   17         7        0.105      -0.126         6        0.107      -0.156   
              5        0.109      -0.173         4        0.107      -0.075   
              3        0.098      -0.062         2        0.077      -0.031   
              1        0.042      -0.034   

   18         7       -0.573      -0.478         6       -0.568      -0.613   
              5       -0.548      -0.811         4       -0.507      -0.822   
              3       -0.434      -0.881         2       -0.324      -0.820   
              1       -0.178      -0.311   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 13 - 14    7        19.27        -11.60         -8.46         -8.46 
 13 - 14    6        53.37        -46.33        -27.32        -27.32 
 13 - 14    5        78.65        -68.59        -40.34        -40.34 
 13 - 14    4       105.04        -93.71        -54.45        -54.45 
 13 - 14    3       118.90       -107.11        -61.92        -61.92 
 13 - 14    2       112.18       -100.22        -58.19        -58.19 
 13 - 14    1        30.25        -38.73        -18.90        -18.90 

 14 - 15    7        18.84        -21.64         -8.43         -8.43 
 14 - 15    6        24.17        -27.62        -10.79        -10.79 
 14 - 15    5        28.17        -33.29        -12.80        -12.80 
 14 - 15    4        26.65        -32.32        -12.29        -12.29 
 14 - 15    3        26.54        -33.00        -12.40        -12.40 
 14 - 15    2        22.68        -29.13        -10.79        -10.79 
 14 - 15    1        10.23        -12.29         -4.69         -4.69 

 15 - 16    7        31.68        -30.68        -12.99        -12.99 
 15 - 16    6        86.68        -82.21        -35.18        -35.18 
 15 - 16    5       126.28       -121.50        -51.62        -51.62 
 15 - 16    4       197.69       -183.95        -79.51        -79.51 
 15 - 16    3       223.61       -209.95        -90.33        -90.33 
 15 - 16    2       213.82       -200.41        -86.30        -86.30 
 15 - 16    1        77.24        -72.64        -31.22        -31.22 

 16 - 17    7        41.56        -31.37        -14.02        -14.02 
 16 - 17    6        90.14        -66.40        -30.10        -30.10 
 16 - 17    5       114.80        -80.37        -37.53        -37.53 
 16 - 17    4       160.34       -101.05        -50.27        -50.27 
 16 - 17    3       169.31       -102.57        -52.28        -52.28 
 16 - 17    2       150.41        -86.47        -45.55        -45.55 
 16 - 17    1        63.08        -40.36        -19.89        -19.89 

 17 - 18    7         9.85        -28.36        -10.19        -10.19 
 17 - 18    6        34.94        -76.34        -29.68        -29.68 
 17 - 18    5        57.26       -115.16        -45.98        -45.98 
 17 - 18    4        69.21       -176.79        -65.60        -65.60 
 17 - 18    3        83.55       -201.46        -76.00        -76.00 
 17 - 18    2        81.00       -194.56        -73.48        -73.48 
 17 - 18    1        29.28        -69.23        -26.27        -26.27 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    13      7        19.27        -17.77         11.58          8.46 
    13      6        35.60        -32.68         21.34         35.78 
    13      5        45.97        -48.18         29.42         76.11 
    13      4        56.87        -56.76         35.51        130.57 
    13      3        62.14        -63.95         39.40        192.49 
    13      2        48.23        -57.16         32.94        250.68 
    13      1       -26.91         11.28        -10.61        269.58 

    14      7        30.44        -26.87         17.91         -0.02 
    14      6        43.63        -41.72         26.67        -16.55 
    14      5        55.04        -56.27         34.79        -44.09 
    14      4        64.08        -64.07         40.05        -86.25 
    14      3        69.58        -71.43         44.07       -135.77 
    14      2        51.47        -56.12         33.62       -183.17 
    14      1        -7.16          3.26         -2.90       -197.38 

    15      7        53.32        -25.87         24.75          4.56 
    15      6        88.43        -57.30         45.54         28.95 
    15      5       102.27       -102.07         63.85         67.77 
    15      4       127.95       -118.13         76.90        134.99 
    15      3       138.47       -148.56         89.70        212.91 
    15      2        94.39       -174.14         83.92        288.42 
    15      1       -84.61         40.54        -34.76        314.95 

    16      7        72.24        -51.28         38.60          1.03 
    16      6       121.08        -90.68         66.17         -4.05 
    16      5       145.62       -154.65         93.83        -18.14 
    16      4       189.64       -179.70        115.42        -47.38 
    16      3       199.56       -209.29        127.76        -85.42 
    16      2       141.53       -208.07        109.25       -126.16 
    16      1       -72.35         34.41        -29.65       -137.49 

    17      7        41.22        -40.27         25.47         -3.84 
    17      6        61.06        -60.55         38.00         -4.26 
    17      5        77.08        -80.12         49.12          4.18 
    17      4        90.14        -90.54         56.46         19.51 
    17      3        95.58        -96.53         60.03         43.23 
    17      2        70.95        -70.87         44.32         71.16 
    17      1        -1.23          0.29         -0.42         77.54 

    18      7        28.36         -5.70         10.64        -10.19 
    18      6        70.64        -37.09         33.67        -39.86 
    18      5        78.07        -76.30         48.24        -85.84 
    18      4       100.48        -90.53         59.69       -151.44 
    18      3       110.93       -121.23         72.55       -227.44 
    18      2        73.33       -159.14         72.65       -300.93 
    18      1       -89.91         43.19        -36.97       -327.20 



TELAIO N. 2 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 2 - modo n.4

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 2 - modo n.5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.933           -0.644
    6            -0.288           -0.703
    5             0.415           -0.445
    4             0.860            0.009
    3             0.851            0.400
    2             0.451            0.446
    1             0.005            0.005



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   13         7       -0.054       0.096         6       -0.051       0.104   
              5       -0.044       0.091         4       -0.032       0.031   
              3       -0.018      -0.014         2       -0.007      -0.042   
              1       -0.001      -0.012   

   14         7        0.038       0.062         6        0.037       0.086   
              5        0.031       0.072         4        0.023       0.026   
              3        0.013      -0.012         2        0.005      -0.032   
              1        0.002      -0.021   

   15         7       -0.054       0.149         6       -0.052       0.179   
              5       -0.044       0.158         4       -0.032       0.052   
              3       -0.017      -0.052         2       -0.006      -0.113   
              1       -0.002      -0.052   

   16         7        0.024       0.139         6        0.023       0.161   
              5        0.019       0.143         4        0.012       0.043   
              3        0.004      -0.045         2       -0.001      -0.096   
              1       -0.002      -0.046   

   17         7       -0.017       0.027         6       -0.016       0.033   
              5       -0.013       0.026         4       -0.007       0.006   
              3       -0.001       0.004         2        0.003       0.006   
              1        0.002       0.000   

   18         7        0.067       0.164         6        0.064       0.187   
              5        0.055       0.167         4        0.041       0.057   
              3        0.024      -0.054         2        0.011      -0.120   
              1        0.004      -0.055   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 13 - 14    7        -9.59          7.76          4.75          4.75 
 13 - 14    6       -20.54         18.87         10.80         10.80 
 13 - 14    5       -17.93         16.19          9.35          9.35 
 13 - 14    4        -6.44          5.69          3.32          3.32 
 13 - 14    3         9.80         -9.45         -5.27         -5.27 
 13 - 14    2        18.61        -17.24         -9.82         -9.82 
 13 - 14    1         7.07         -8.35         -4.22         -4.22 

 14 - 15    7        -4.49          5.67          2.11          2.11 
 14 - 15    6        -5.52          6.80          2.57          2.57 
 14 - 15    5        -4.77          5.94          2.23          2.23 
 14 - 15    4        -1.89          2.24          0.86          0.86 
 14 - 15    3         0.78         -1.32         -0.44         -0.44 
 14 - 15    2         2.32         -3.42         -1.20         -1.20 
 14 - 15    1         1.25         -1.68         -0.61         -0.61 

 15 - 16    7       -15.89         15.49          6.54          6.54 
 15 - 16    6       -33.53         32.22         13.70         13.70 
 15 - 16    5       -29.82         28.77         12.20         12.20 
 15 - 16    4       -13.53         12.50          5.42          5.42 
 15 - 16    3        18.22        -17.40         -7.42         -7.42 
 15 - 16    2        36.59        -34.64        -14.84        -14.84 
 15 - 16    1        16.95        -16.18         -6.90         -6.90 

 16 - 17    7       -12.43          8.19          3.96          3.96 
 16 - 17    6       -24.69         16.32          7.89          7.89 
 16 - 17    5       -21.66         13.99          6.86          6.86 
 16 - 17    4       -10.69          6.78          3.36          3.36 
 16 - 17    3         8.49         -3.41         -2.29         -2.29 
 16 - 17    2        19.48         -8.93         -5.46         -5.46 
 16 - 17    1         9.74         -5.04         -2.84         -2.84 

 17 - 18    7        -7.86         15.07          6.12          6.12 
 17 - 18    6       -17.11         31.08         12.85         12.85 
 17 - 18    5       -14.96         27.76         11.39         11.39 
 17 - 18    4        -4.27         11.63          4.24          4.24 
 17 - 18    3         9.39        -17.77         -7.24         -7.24 
 17 - 18    2        16.52        -34.63        -13.64        -13.64 
 17 - 18    1         8.18        -16.01         -6.45         -6.45 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    13      7        -9.59          9.35         -5.92         -4.75 
    13      6       -11.19         11.58         -7.12        -15.55 
    13      5        -6.34          8.20         -4.54        -24.90 
    13      4         1.76         -0.34          0.66        -28.22 
    13      3         9.46         -8.61          5.65        -22.95 
    13      2        10.00        -10.91          6.53        -13.13 
    13      1        -3.84          1.56         -1.50         -8.90 

    14      7       -12.25         11.51         -7.42          2.64 
    14      6       -12.88         13.30         -8.18         10.87 
    14      5        -7.66          9.09         -5.23         17.99 
    14      4         1.51         -0.33          0.58         20.45 
    14      3         9.89         -9.26          5.98         15.61 
    14      2        10.30        -10.66          6.55          6.99 
    14      1        -1.05          0.47         -0.42          3.38 

    15      7       -21.56         16.36        -11.85         -4.42 
    15      6       -23.97         27.53        -16.09        -15.55 
    15      5        -8.23         26.13        -10.74        -25.53 
    15      4        10.36          7.22          0.98        -30.09 
    15      3        26.76        -16.44         13.50        -23.11 
    15      2        23.57        -33.79         17.92         -9.46 
    15      1       -15.16          7.29         -6.23         -3.17 

    16      7       -27.93         24.21        -16.29          2.57 
    16      6       -32.70         35.65        -21.36          8.39 
    16      5       -14.78         31.71        -14.53         13.74 
    16      4         8.52          6.28          0.70         15.80 
    16      3        32.17        -23.54         17.41         10.67 
    16      2        30.58        -39.03         21.75          1.29 
    16      1       -13.10          6.26         -5.38         -2.77 

    17      7       -16.05         15.86         -9.97         -2.15 
    17      6       -17.57         17.79        -11.05         -7.11 
    17      5       -11.16         11.79         -7.17        -11.65 
    17      4         0.75         -0.71          0.46        -12.53 
    17      3        12.09        -12.13          7.57         -7.58 
    17      2        13.31        -13.12          8.26          0.60 
    17      1         0.09         -0.10          0.05          4.21 

    18      7       -15.07         11.18         -8.20          6.12 
    18      6       -19.90         23.25        -13.49         18.97 
    18      5        -4.50         23.15         -8.64         30.36 
    18      4        11.52          7.15          1.36         34.60 
    18      3        24.92        -13.78         12.09         27.35 
    18      2        20.85        -31.85         16.47         13.71 
    18      1       -15.84          7.63         -6.52          7.26 



TELAIO N. 2 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 2 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 2 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            16.965            1.962
    6            15.089            2.711
    5            12.476            3.133
    4             9.407            3.331
    3             6.096            3.483
    2             2.616            2.587
    1             0.029            0.029



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   13         7        0.362      -0.368         6        0.357      -0.417   
              5        0.339      -0.507         4        0.301      -0.429   
              3        0.237      -0.432         2        0.143      -0.375   
              1        0.022      -0.086   

   14         7       -0.335      -0.222         6       -0.335      -0.340   
              5       -0.326      -0.397         4       -0.305      -0.352   
              3       -0.262      -0.352         2       -0.196      -0.294   
              1       -0.108      -0.144   

   15         7        0.531      -0.445         6        0.529      -0.609   
              5        0.514      -0.783         4        0.481      -0.770   
              3        0.415      -0.829         2        0.311      -0.776   
              1        0.172      -0.299   

   16         7       -0.212      -0.419         6       -0.212      -0.543   
              5       -0.210      -0.714         4       -0.201      -0.648   
              3       -0.177      -0.707         2       -0.136      -0.655   
              1       -0.075      -0.257   

   17         7        0.107      -0.129         6        0.108      -0.160   
              5        0.110      -0.175         4        0.107      -0.075   
              3        0.098      -0.062         2        0.077      -0.032   
              1        0.042      -0.034   

   18         7       -0.577      -0.506         6       -0.572      -0.640   
              5       -0.552      -0.828         4       -0.509      -0.824   
              3       -0.435      -0.884         2       -0.324      -0.830   
              1       -0.178      -0.317   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 13 - 14    7        21.53        -13.96         -9.70         -9.70 
 13 - 14    6        57.17        -50.01        -29.36        -29.36 
 13 - 14    5        80.66        -70.46        -41.40        -41.40 
 13 - 14    4       105.32        -93.95        -54.60        -54.60 
 13 - 14    3       119.48       -107.69        -62.24        -62.24 
 13 - 14    2       113.91       -101.87        -59.12        -59.12 
 13 - 14    1        31.13        -39.70        -19.40        -19.40 

 14 - 15    7        19.37        -22.38         -8.70         -8.70 
 14 - 15    6        24.80        -28.45        -11.09        -11.09 
 14 - 15    5        28.58        -33.82        -13.00        -13.00 
 14 - 15    4        26.73        -32.42        -12.32        -12.32 
 14 - 15    3        26.58        -33.07        -12.43        -12.43 
 14 - 15    2        22.83        -29.38        -10.88        -10.88 
 14 - 15    1        10.32        -12.43         -4.74         -4.74 

 15 - 16    7        35.44        -34.37        -14.54        -14.54 
 15 - 16    6        92.91        -88.27        -37.75        -37.75 
 15 - 16    5       129.74       -124.85        -53.04        -53.04 
 15 - 16    4       198.30       -184.51        -79.75        -79.75 
 15 - 16    3       224.68       -210.98        -90.76        -90.76 
 15 - 16    2       217.31       -203.74        -87.72        -87.72 
 15 - 16    1        79.23        -74.56        -32.04        -32.04 

 16 - 17    7        43.39        -32.43        -14.58        -14.58 
 16 - 17    6        93.46        -68.38        -31.12        -31.12 
 16 - 17    5       116.84        -81.60        -38.16        -38.16 
 16 - 17    4       160.82       -101.36        -50.42        -50.42 
 16 - 17    3       169.75       -102.75        -52.40        -52.40 
 16 - 17    2       151.92        -87.06        -45.95        -45.95 
 16 - 17    1        63.94        -40.73        -20.13        -20.13 

 17 - 18    7        12.60        -32.11        -11.88        -11.88 
 17 - 18    6        38.89        -82.39        -32.32        -32.32 
 17 - 18    5        59.17       -118.44        -47.36        -47.36 
 17 - 18    4        69.39       -177.30        -65.78        -65.78 
 17 - 18    3        84.21       -202.55        -76.46        -76.46 
 17 - 18    2        82.83       -197.97        -74.87        -74.87 
 17 - 18    1        30.46        -71.19        -27.10        -27.10 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    13      7        21.53        -20.08         13.00          9.70 
    13      6        37.30        -34.65         22.48         39.00 
    13      5        46.42        -48.88         29.78         80.07 
    13      4        56.96        -56.82         35.56        133.60 
    13      3        62.97        -64.63         39.87        193.96 
    13      2        49.35        -58.30         33.64        251.24 
    13      1       -27.22         11.40        -10.73        269.99 

    14      7        32.81        -29.23         19.39         -2.65 
    14      6        45.48        -43.77         27.89        -19.79 
    14      5        55.59        -57.02         35.19        -47.59 
    14      4        64.18        -64.14         40.10        -88.65 
    14      3        70.40        -72.14         44.55       -136.75 
    14      2        52.59        -57.22         34.32       -183.47 
    14      1        -7.25          3.30         -2.93       -197.61 

    15      7        57.52        -30.64         27.45          6.35 
    15      6        91.57        -63.51         48.27         32.85 
    15      5       102.66       -105.33         64.76         72.39 
    15      4       128.56       -118.45         77.00        138.32 
    15      3       141.31       -149.72         90.87        214.30 
    15      2        97.47       -177.71         85.97        288.85 
    15      1       -86.10         41.26        -35.38        315.30 

    16      7        77.46        -56.74         41.91          2.78 
    16      6       125.36        -97.38         69.50         -9.31 
    16      5       146.44       -157.87         94.97        -22.73 
    16      4       190.09       -179.98        115.56        -49.93 
    16      3       202.50       -210.95        129.16        -86.13 
    16      2       145.06       -212.07        111.59       -126.30 
    16      1       -73.65         35.03        -30.19       -137.68 

    17      7        44.24        -43.29         27.35         -4.41 
    17      6        63.53        -63.09         39.57         -8.32 
    17      5        77.91        -81.01         49.66         12.37 
    17      4        90.25        -90.65         56.53         23.16 
    17      3        96.50        -97.45         60.61         43.91 
    17      2        72.32        -72.20         45.16         71.24 
    17      1        -1.23          0.31         -0.43         77.75 

    18      7        32.11        -12.59         13.45        -11.88 
    18      6        73.34        -43.73         36.23        -44.13 
    18      5        78.25        -79.70         49.01        -91.03 
    18      4       101.31        -90.87         59.78       -155.36 
    18      3       113.93       -122.22         73.69       -229.21 
    18      2        76.38       -162.59         74.63       -301.51 
    18      1       -91.45         43.93        -37.61       -327.60 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    2            0.00



TELAIO N. 3 - modo n.1

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 3 - modo n.2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            16.410            1.847
    6            14.562            2.563
    5            11.999            3.010
    4             8.990            3.212
    3             5.777            3.317
    2             2.460            2.431
    1             0.029            0.029



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    7         7        0.795      -0.510         6        0.791      -0.618   
              5        0.771      -0.792         4        0.723      -0.784   
              3        0.626      -0.822         2        0.472      -0.742   
              1        0.260      -0.298   

    8         7       -0.650      -0.462         6       -0.650      -0.601   
              5       -0.640      -0.759         4       -0.606      -0.758   
              3       -0.531      -0.795         2       -0.403      -0.716   
              1       -0.223      -0.291   

    9         7        0.144      -0.183         6        0.145      -0.300   
              5        0.141      -0.380         4        0.129      -0.328   
              3        0.104      -0.344         2        0.064      -0.309   
              1        0.010      -0.006   

   10         7       -0.162      -0.194         6       -0.162      -0.306   
              5       -0.156      -0.389         4       -0.142      -0.334   
              3       -0.114      -0.351         2       -0.070      -0.316   
              1       -0.011      -0.006   

   11         7        0.658      -0.463         6        0.657      -0.601   
              5        0.645      -0.761         4        0.609      -0.760   
              3        0.532      -0.797         2        0.403      -0.719   
              1        0.223      -0.291   

   12         7       -0.781      -0.507         6       -0.776      -0.617   
              5       -0.756      -0.792         4       -0.708      -0.783   
              3       -0.613      -0.823         2       -0.462      -0.744   
              1       -0.254      -0.298   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  7 -  8    7        15.85        -13.25         -7.97         -7.97 
  7 -  8    6        60.77        -59.13        -32.85        -32.85 
  7 -  8    5       110.33       -107.28        -59.62        -59.62 
  7 -  8    4       182.66       -178.87        -99.05        -99.05 
  7 -  8    3       220.33       -216.21       -119.60       -119.60 
  7 -  8    2       219.27       -215.35       -119.07       -119.07 
  7 -  8    1        72.75        -71.71        -39.58        -39.58 

  8 -  9    7        21.81        -18.01         -8.30         -8.30 
  8 -  9    6        27.19        -23.09        -10.48        -10.48 
  8 -  9    5        32.47        -27.31        -12.45        -12.45 
  8 -  9    4        31.35        -25.49        -11.84        -11.84 
  8 -  9    3        31.71        -25.59        -11.94        -11.94 
  8 -  9    2        27.67        -22.14        -10.38        -10.38 
  8 -  9    1         9.99         -6.10         -3.35         -3.35 

  9 - 10    7        15.09        -15.56         -6.38         -6.38 
  9 - 10    6        50.54        -51.01        -21.16        -21.16 
  9 - 10    5        68.17        -68.81        -28.54        -28.54 
  9 - 10    4        92.30        -93.06        -38.62        -38.62 
  9 - 10    3       101.75       -102.54        -42.56        -42.56 
  9 - 10    2        95.74        -96.46        -40.04        -40.04 
  9 - 10    1        57.14        -57.53        -23.89        -23.89 

 10 - 11    7        16.62        -20.00         -7.04         -7.04 
 10 - 11    6        21.17        -24.87         -8.85         -8.85 
 10 - 11    5        25.13        -29.82        -10.57        -10.57 
 10 - 11    4        23.39        -28.73        -10.02        -10.02 
 10 - 11    3        23.52        -29.12        -10.12        -10.12 
 10 - 11    2        20.40        -25.47         -8.82         -8.82 
 10 - 11    1         5.50         -9.09         -2.80         -2.80 

 11 - 12    7        14.78        -17.10         -8.50         -8.50 
 11 - 12    6        60.89        -62.35        -32.86        -32.86 
 11 - 12    5       108.29       -111.03        -58.49        -58.49 
 11 - 12    4       179.87       -183.27        -96.84        -96.84 
 11 - 12    3       216.29       -219.98       -116.34       -116.34 
 11 - 12    2       214.77       -218.30       -115.49       -115.49 
 11 - 12    1        71.95        -72.86        -38.62        -38.62 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     7      7        15.85          2.43          4.19          7.97 
     7      6        63.20        -33.83         30.32         40.82 
     7      5        76.50        -77.86         48.24        100.44 
     7      4       104.80        -98.32         63.48        199.49 
     7      3       122.00       -135.53         80.48        319.09 
     7      2        83.73       -158.68         75.75        438.16 
     7      1       -85.93         41.15        -35.30        477.74 

     8      7        35.06        -11.64         14.60          0.33 
     8      6        74.68        -47.86         38.29        -22.05 
     8      5        91.89        -92.05         57.48        -69.22 
     8      4       118.17       -112.05         71.94       -156.42 
     8      3       135.87       -149.17         89.07       -264.08 
     8      2        93.85       -165.52         81.05       -372.78 
     8      1       -83.82         40.10        -34.42       -409.01 

     9      7        33.10        -29.47         19.55         -1.91 
     9      6        44.16        -41.68         26.83          8.77 
     9      5        53.79        -55.41         34.12         24.85 
     9      4        62.38        -61.86         38.83         51.62 
     9      3        65.48        -66.57         41.26         82.25 
     9      2        51.31        -60.72         35.01        111.91 
     9      1         2.51         -3.61          1.70        132.45 

    10      7        32.18        -28.70         19.03          0.66 
    10      6        43.48        -40.92         26.37        -11.64 
    10      5        53.02        -54.70         33.67        -29.61 
    10      4        61.75        -61.22         38.43        -58.21 
    10      3        64.85        -65.95         40.87        -90.64 
    10      2        50.91        -60.52         34.82       -121.87 
    10      1         2.50         -3.61          1.70       -142.95 

    11      7        34.78        -11.47         14.45          1.46 
    11      6        74.29        -47.14         37.95         25.47 
    11      5        90.97        -91.28         56.95         73.39 
    11      4       117.32       -110.98         71.35        160.20 
    11      3       134.42       -147.57         88.12        266.41 
    11      2        92.67       -164.89         80.49        373.08 
    11      1       -83.86         40.11        -34.44        408.89 

    12      7        17.10          1.43          4.90         -8.50 
    12      6        63.77        -34.23         30.63        -41.36 
    12      5        76.80        -78.23         48.45        -99.85 
    12      4       105.04        -98.35         63.56       -196.69 
    12      3       121.63       -134.97         80.19       -313.03 
    12      2        83.33       -158.62         75.61       -428.51 
    12      1       -85.76         41.06        -35.23       -467.13 



TELAIO N. 3 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 3 - modo n.4

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 3 - modo n.5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.850           -0.603
    6            -0.247           -0.647
    5             0.400           -0.405
    4             0.805            0.014
    3             0.791            0.373
    2             0.418            0.414
    1             0.005            0.005



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    7         7       -0.089       0.150         6       -0.085       0.167   
              5       -0.072       0.147         4       -0.050       0.049   
              3       -0.026      -0.043         2       -0.008      -0.097   
              1       -0.001      -0.046   

    8         7        0.071       0.138         6        0.067       0.163   
              5        0.056       0.141         4        0.038       0.048   
              3        0.017      -0.042         2        0.002      -0.094   
              1       -0.002      -0.045   

    9         7       -0.018       0.062         6       -0.017       0.085   
              5       -0.015       0.072         4       -0.010       0.021   
              3       -0.005      -0.019         2       -0.001      -0.042   
              1        0.000       0.000   

   10         7        0.020       0.064         6        0.020       0.086   
              5        0.017       0.073         4        0.012       0.021   
              3        0.006      -0.019         2        0.002      -0.043   
              1        0.000       0.000   

   11         7       -0.071       0.139         6       -0.068       0.164   
              5       -0.057       0.142         4       -0.038       0.048   
              3       -0.018      -0.043         2       -0.003      -0.095   
              1        0.001      -0.046   

   12         7        0.087       0.150         6        0.083       0.168   
              5        0.070       0.147         4        0.049       0.049   
              3        0.025      -0.044         2        0.008      -0.098   
              1        0.001      -0.046   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  7 -  8    7       -16.51         15.88          8.87          8.87 
  7 -  8    6       -34.70         34.30         18.90         18.90 
  7 -  8    5       -30.76         30.22         16.71         16.71 
  7 -  8    4       -11.01         10.80          5.98          5.98 
  7 -  8    3        24.14        -23.98        -13.18        -13.18 
  7 -  8    2        43.85        -43.35        -23.89        -23.89 
  7 -  8    1        20.27        -20.14        -11.07        -11.07 

  8 -  9    7        -5.35          4.32          2.01          2.01 
  8 -  9    6        -6.31          5.24          2.41          2.41 
  8 -  9    5        -5.42          4.48          2.06          2.06 
  8 -  9    4        -2.00          1.63          0.76          0.76 
  8 -  9    3         1.21         -0.90         -0.44         -0.44 
  8 -  9    2         3.10         -2.40         -1.15         -1.15 
  8 -  9    1         1.25         -0.64         -0.39         -0.39 

  9 - 10    7        -6.74          6.84          2.83          2.83 
  9 - 10    6       -16.46         16.56          6.88          6.88 
  9 - 10    5       -13.95         14.05          5.84          5.84 
  9 - 10    4        -5.52          5.57          2.31          2.31 
  9 - 10    3         7.30         -7.33         -3.05         -3.05 
  9 - 10    2        14.61        -14.68         -6.10         -6.10 
  9 - 10    1        10.70        -10.73         -4.47         -4.47 

 10 - 11    7        -4.02          4.96          1.73          1.73 
 10 - 11    6        -4.85          5.83          2.05          2.05 
 10 - 11    5        -4.15          5.02          1.76          1.76 
 10 - 11    4        -1.50          1.84          0.64          0.64 
 10 - 11    3         0.85         -1.14         -0.38         -0.38 
 10 - 11    2         2.24         -2.89         -0.99         -0.99 
 10 - 11    1         0.59         -1.15         -0.33         -0.33 

 11 - 12    7       -15.84         16.41          8.60          8.60 
 11 - 12    6       -34.01         34.37         18.23         18.23 
 11 - 12    5       -29.96         30.45         16.11         16.11 
 11 - 12    4       -10.86         11.06          5.85          5.85 
 11 - 12    3        23.51        -23.66        -12.58        -12.58 
 11 - 12    2        42.71        -43.16        -22.90        -22.90 
 11 - 12    1        19.84        -19.95        -10.61        -10.61 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     7      7       -16.51         13.56         -9.40         -8.87 
     7      6       -21.14         24.59        -14.29        -27.78 
     7      5        -6.17         22.65         -9.01        -44.48 
     7      4        11.63          3.97          2.39        -50.46 
     7      3        28.11        -18.98         14.72        -37.28 
     7      2        24.87        -33.50         18.24        -13.39 
     7      1       -13.24          6.33         -5.44         -2.32 

     8      7       -21.23         17.02        -11.95          6.86 
     8      6       -23.59         27.27        -15.89         23.36 
     8      5        -8.37         24.12        -10.15         38.00 
     8      4        11.32          3.85          2.33         43.22 
     8      3        29.05        -20.30         15.42         30.48 
     8      2        26.15        -34.36         18.91          7.74 
     8      1       -12.98          6.20         -5.33         -2.94 

     9      7       -11.06         10.35         -6.69         -0.82 
     9      6       -11.35         11.75         -7.22         -5.29 
     9      5        -6.68          8.26         -4.67         -9.06 
     9      4         1.11          0.13          0.30        -10.61 
     9      3         8.34         -7.62          4.99         -8.01 
     9      2         9.39        -10.69          6.27         -3.05 
     9      1         0.65         -0.70          0.37          1.02 

    10      7       -10.86         10.19         -6.58          1.10 
    10      6       -11.22         11.62         -7.14          5.93 
    10      5        -6.59          8.19         -4.62         10.00 
    10      4         1.13          0.13          0.31         11.67 
    10      3         8.31         -7.58          4.96          9.00 
    10      2         9.34        -10.67          6.25          3.88 
    10      1         0.65         -0.70          0.37         -0.25 

    11      7       -20.80         16.62        -11.69         -6.87 
    11      6       -23.21         26.88        -15.65        -23.05 
    11      5        -8.09         23.95        -10.01        -37.40 
    11      4        11.25          4.03          2.26        -42.60 
    11      3        28.68        -19.85         15.17        -30.40 
    11      2        25.74        -34.07         18.69         -8.49 
    11      1       -13.08          6.25         -5.37          1.79 

    12      7       -16.41         13.42         -9.32          8.60 
    12      6       -20.95         24.39        -14.17         26.83 
    12      5        -6.05         22.59         -8.95         42.94 
    12      4        11.54          4.15          2.31         48.79 
    12      3        27.81        -18.62         14.51         36.21 
    12      2        24.55        -33.27         18.07         13.31 
    12      1       -13.32          6.37         -5.47          2.70 



TELAIO N. 3 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 3 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 3 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            16.515            1.953
    6            14.641            2.656
    5            12.073            3.051
    4             9.080            3.230
    3             5.869            3.359
    2             2.512            2.483
    1             0.030            0.030



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    7         7        0.804      -0.534         6        0.800      -0.643   
              5        0.779      -0.809         4        0.728      -0.790   
              3        0.630      -0.828         2        0.475      -0.753   
              1        0.261      -0.304   

    8         7       -0.657      -0.484         6       -0.657      -0.625   
              5       -0.645      -0.776         4       -0.611      -0.764   
              3       -0.534      -0.800         2       -0.405      -0.727   
              1       -0.224      -0.297   

    9         7        0.146      -0.194         6        0.147      -0.313   
              5        0.143      -0.388         4        0.130      -0.330   
              3        0.105      -0.347         2        0.065      -0.314   
              1        0.010      -0.006   

   10         7       -0.164      -0.205         6       -0.164      -0.319   
              5       -0.158      -0.397         4       -0.143      -0.337   
              3       -0.115      -0.354         2       -0.070      -0.321   
              1       -0.011      -0.006   

   11         7        0.665      -0.485         6        0.664      -0.625   
              5        0.651      -0.778         4        0.614      -0.765   
              3        0.535      -0.803         2        0.405      -0.730   
              1        0.224      -0.297   

   12         7       -0.789      -0.531         6       -0.785      -0.642   
              5       -0.763      -0.809         4       -0.713      -0.789   
              3       -0.617      -0.829         2       -0.464      -0.755   
              1       -0.256      -0.303   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  7 -  8    7        23.12        -20.91        -12.06        -12.06 
  7 -  8    6        70.40        -68.77        -38.13        -38.13 
  7 -  8    5       115.06       -111.96        -62.20        -62.20 
  7 -  8    4       183.91       -180.09        -99.73        -99.73 
  7 -  8    3       223.04       -218.91       -121.08       -121.08 
  7 -  8    2       225.20       -221.24       -122.31       -122.31 
  7 -  8    1        76.11        -75.07        -41.42        -41.42 

  8 -  9    7        22.57        -18.61         -8.58         -8.58 
  8 -  9    6        28.04        -23.79        -10.80        -10.80 
  8 -  9    5        33.08        -27.80        -12.68        -12.68 
  8 -  9    4        31.57        -25.67        -11.93        -11.93 
  8 -  9    3        31.92        -25.75        -12.01        -12.01 
  8 -  9    2        28.01        -22.40        -10.50        -10.50 
  8 -  9    1        10.13         -6.17         -3.40         -3.40 

  9 - 10    7        16.61        -17.09         -7.02         -7.02 
  9 - 10    6        53.41        -53.88        -22.35        -22.35 
  9 - 10    5        69.90        -70.55        -29.26        -29.26 
  9 - 10    4        92.93        -93.70        -38.88        -38.88 
  9 - 10    3       102.62       -103.41        -42.92        -42.92 
  9 - 10    2        97.49        -98.22        -40.77        -40.77 
  9 - 10    1        58.54        -58.93        -24.47        -24.47 

 10 - 11    7        17.18        -20.70         -7.29         -7.29 
 10 - 11    6        21.82        -25.66         -9.13         -9.13 
 10 - 11    5        25.59        -30.38        -10.76        -10.76 
 10 - 11    4        23.55        -28.93        -10.09        -10.09 
 10 - 11    3        23.67        -29.31        -10.19        -10.19 
 10 - 11    2        20.65        -25.79         -8.93         -8.93 
 10 - 11    1         5.56         -9.22         -2.84         -2.84 

 11 - 12    7        21.88        -23.93        -12.21        -12.21 
 11 - 12    6        70.15        -71.61        -37.80        -37.80 
 11 - 12    5       112.87       -115.65        -60.94        -60.94 
 11 - 12    4       181.10       -184.52        -97.50        -97.50 
 11 - 12    3       218.93       -222.64       -117.75       -117.75 
 11 - 12    2       220.53       -224.11       -118.57       -118.57 
 11 - 12    1        75.22        -76.13        -40.36        -40.36 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     7      7        23.12         14.10         10.46         12.06 
     7      6        66.95        -42.11         33.69         49.71 
     7      5        77.12        -81.45         49.29        110.42 
     7      4       106.11        -98.90         63.88        206.72 
     7      3       126.15       -137.77         82.39        322.80 
     7      2        88.04       -163.33         78.50        440.65 
     7      1       -87.51         41.91        -35.95        480.31 

     8      7        41.26        -20.91         19.03          7.01 
     8      6        78.67        -55.41         41.66        -32.43 
     8      5        92.72        -95.59         58.64        -79.41 
     8      4       119.43       -112.69         72.38       -163.03 
     8      3       139.96       -151.53         91.03       -267.11 
     8      2        98.18       -170.25         83.84       -374.83 
     8      1       -85.38         40.84        -35.06       -411.24 

     9      7        35.07        -31.39         20.77         -2.10 
     9      6        45.81        -43.51         27.91         10.30 
     9      5        54.46        -56.28         34.60         26.58 
     9      4        62.74        -62.19         39.04         52.95 
     9      3        66.44        -67.43         41.83         83.04 
     9      2        52.52        -62.08         35.81        112.54 
     9      1         2.62         -3.71          1.76        133.18 

    10      7        34.13        -30.61         20.23          1.31 
    10      6        45.11        -42.73         27.45        -13.14 
    10      5        53.68        -55.57         34.14        -31.40 
    10      4        62.10        -61.54         38.64        -59.64 
    10      3        65.80        -66.81         41.44        -91.53 
    10      2        52.11        -61.88         35.62       -122.56 
    10      1         2.61         -3.70          1.75       -143.72 

    11      7        40.78        -20.48         18.75          7.16 
    11      6        78.18        -54.58         41.25         34.65 
    11      5        91.77        -94.80         58.09         82.82 
    11      4       118.58       -111.62         71.78        166.53 
    11      3       138.46       -149.88         90.04        269.43 
    11      2        96.92       -169.57         83.23        375.14 
    11      1       -85.43         40.86        -35.08        411.11 

    12      7        23.93         13.81         10.69        -12.21 
    12      6        67.43        -42.32         33.92        -49.63 
    12      5        77.41        -81.79         49.49       -109.25 
    12      4       106.33        -98.93         63.96       -203.58 
    12      3       125.71       -137.15         82.06       -316.63 
    12      2        87.55       -163.23         78.31       -430.95 
    12      1       -87.36         41.83        -35.89       -469.64 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    2            0.00
    1            0.00



TELAIO N. 4 - modo n.1

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 4 - modo n.2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            15.867            1.842
    6            14.026            2.505
    5            11.521            2.914
    4             8.606            3.091
    3             5.515            3.173
    2             2.342            2.312
    1             0.030            0.030



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    1         7        0.465      -0.470         6        0.459      -0.589   
              5        0.436      -0.760         4        0.389      -0.758   
              3        0.309      -0.793         2        0.192      -0.786   
              1        0.037      -0.015   

    2         7       -0.097      -0.143         6       -0.097      -0.164   
              5       -0.094      -0.169         4       -0.085      -0.065   
              3       -0.068      -0.046         2       -0.041       0.024   
              1       -0.002      -0.009   

    3         7       -0.360      -0.460         6       -0.354      -0.588   
              5       -0.334      -0.768         4       -0.296      -0.768   
              3       -0.233      -0.810         2       -0.143      -0.821   
              1       -0.027      -0.012   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  1 -  2    7        33.43        -15.78        -13.48        -13.48 
  1 -  2    6        82.51        -42.87        -34.35        -34.35 
  1 -  2    5       116.90        -61.78        -48.95        -48.95 
  1 -  2    4       176.38        -73.74        -68.53        -68.53 
  1 -  2    3       195.60        -85.13        -76.91        -76.91 
  1 -  2    2       200.91        -80.95        -77.22        -77.22 
  1 -  2    1       127.65         -7.14        -36.93        -36.93 

  2 -  3    7        23.84        -36.86        -12.65        -12.65 
  2 -  3    6        53.51        -83.58        -28.56        -28.56 
  2 -  3    5        67.72       -110.18        -37.06        -37.06 
  2 -  3    4        86.15       -165.32        -52.39        -52.39 
  2 -  3    3        90.00       -176.01        -55.42        -55.42 
  2 -  3    2        79.80       -174.92        -53.07        -53.07 
  2 -  3    1       214.46       -263.56        -99.59        -99.59 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     1      7        33.43        -13.29         14.60         13.48 
     1      6        69.22        -40.34         34.24         47.83 
     1      5        76.56        -76.91         47.96         96.79 
     1      4        99.48        -93.67         60.36        165.31 
     1      3       101.92       -102.98         64.03        242.22 
     1      2        97.93       -228.17        101.91        319.45 
     1      1      -100.52       -214.43         31.64        356.38 

     2      7        39.62        -38.96         24.56         -0.84 
     2      6        57.42        -57.27         35.84         -6.63 
     2      5        72.24        -75.47         46.16        -18.52 
     2      4        84.42        -84.99         52.94        -34.66 
     2      3        90.14        -92.32         57.02        -56.15 
     2      2        68.43        -67.41         42.45        -80.30 
     2      1       154.19       -341.78        137.77        -17.64 

     3      7        36.86        -15.28         16.30        -12.65 
     3      6        68.29        -37.92         33.19        -41.21 
     3      5        72.27        -72.23         45.15        -78.27 
     3      4        93.09        -85.97         55.96       -130.66 
     3      3        90.04        -88.24         55.71       -186.08 
     3      2        86.68       -223.25         96.85       -239.14 
     3      1        40.31       -622.12        184.01       -338.73 



TELAIO N. 4 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 4 - modo n.4

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 4 - modo n.5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.763           -0.559
    6            -0.204           -0.589
    5             0.384           -0.363
    4             0.747            0.019
    3             0.728            0.344
    2             0.384            0.379
    1             0.005            0.005



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    1         7       -0.055       0.142         6       -0.052       0.159   
              5       -0.044       0.138         4       -0.031       0.044   
              3       -0.016      -0.046         2       -0.005      -0.111   
              1        0.001      -0.002   

    2         7        0.015       0.022         6        0.014       0.026   
              5        0.011       0.020         4        0.007       0.005   
              3        0.003       0.007         2        0.000       0.015   
              1        0.000      -0.001   

    3         7        0.041       0.145         6        0.039       0.162   
              5        0.033       0.141         4        0.024       0.044   
              3        0.013      -0.050         2        0.005      -0.119   
              1       -0.001      -0.002   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  1 -  2    7       -13.47          6.98          5.60          5.60 
  1 -  2    6       -27.01         14.66         11.42         11.42 
  1 -  2    5       -23.31         12.33          9.76          9.76 
  1 -  2    4        -9.18          3.47          3.47          3.47 
  1 -  2    3        15.04         -7.22         -6.10         -6.10 
  1 -  2    2        31.36        -12.70        -12.07        -12.07 
  1 -  2    1        52.83        -31.21        -23.02        -23.02 

  2 -  3    7        -7.08         12.12          4.00          4.00 
  2 -  3    6       -14.13         23.76          7.89          7.89 
  2 -  3    5       -11.88         20.48          6.74          6.74 
  2 -  3    4        -5.02          9.34          2.99          2.99 
  2 -  3    3         4.81        -11.18         -3.33         -3.33 
  2 -  3    2        10.36        -25.43         -7.46         -7.46 
  2 -  3    1        38.06        -56.20        -19.64        -19.64 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     1      7       -13.47         10.71         -7.56         -5.60 
     1      6       -16.30         19.85        -11.30        -17.02 
     1      5        -3.46         19.28         -7.11        -26.78 
     1      4        10.10          5.12          1.56        -30.25 
     1      3        20.16         -9.16          9.16        -24.15 
     1      2        22.20        -40.71         19.66        -12.08 
     1      1        12.12        -46.30         16.23         10.94 

     2      7       -14.05         13.92         -8.74          1.60 
     2      6       -14.87         15.07         -9.35          5.13 
     2      5        -9.14          9.59         -5.85          8.15 
     2      4         1.10         -1.14          0.70          8.62 
     2      3        10.89        -11.14          6.88          5.86 
     2      2        11.93        -11.45          7.31          1.24 
     2      1        57.82        -69.15         35.27         -2.14 

     3      7       -12.12          9.17         -6.65          4.00 
     3      6       -14.59         18.14        -10.23         11.89 
     3      5        -2.34         18.76         -6.59         18.63 
     3      4         9.42          6.41          0.94         21.63 
     3      3        17.58         -5.89          7.33         18.30 
     3      2        19.54        -39.35         18.40         10.84 
     3      1        16.85        -99.95         32.44         -8.80 



TELAIO N. 4 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 4 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 4 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            16.055            1.945
    6            14.182            2.601
    5            11.660            2.967
    4             8.744            3.126
    3             5.635            3.232
    2             2.405            2.374
    1             0.031            0.031



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    1         7        0.473      -0.496         6        0.467      -0.617   
              5        0.442      -0.781         4        0.394      -0.768   
              3        0.313      -0.803         2        0.194      -0.805   
              1        0.038      -0.015   

    2         7       -0.099      -0.146         6       -0.099      -0.168   
              5       -0.095      -0.172         4       -0.086      -0.066   
              3       -0.069      -0.047         2       -0.041       0.029   
              1       -0.002      -0.009   

    3         7       -0.366      -0.488         6       -0.359      -0.617   
              5       -0.339      -0.789         4       -0.300      -0.778   
              3       -0.235      -0.822         2       -0.144      -0.841   
              1       -0.027      -0.012   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  1 -  2    7        36.47        -17.47        -14.78        -14.78 
  1 -  2    6        87.81        -45.83        -36.61        -36.61 
  1 -  2    5       120.47        -63.67        -50.45        -50.45 
  1 -  2    4       178.52        -74.62        -69.35        -69.35 
  1 -  2    3       198.55        -86.48        -78.09        -78.09 
  1 -  2    2       206.07        -83.05        -79.21        -79.21 
  1 -  2    1       140.44        -33.19        -44.40        -44.40 

  2 -  3    7        25.14        -39.23        -13.41        -13.41 
  2 -  3    6        55.94        -87.84        -29.95        -29.95 
  2 -  3    5        69.48       -113.26        -38.07        -38.07 
  2 -  3    4        87.21       -167.35        -53.03        -53.03 
  2 -  3    3        91.19       -178.47        -56.18        -56.18 
  2 -  3    2        81.51       -179.10        -54.29        -54.29 
  2 -  3    1       220.50       -272.95       -102.79       -102.79 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     1      7        36.47        -17.38         16.66         14.78 
     1      6        71.92        -45.60         36.49         51.36 
     1      5        77.47        -80.16         49.00        101.52 
     1      4       101.22        -94.79         61.06        169.81 
     1      3       105.41       -104.68         65.55        245.97 
     1      2       101.87       -234.96        105.23        323.12 
     1      1      -102.57       -221.97         36.06        360.48 

     2      7        42.52        -41.84         26.36         -1.87 
     2      6        59.97        -59.87         37.45         -8.54 
     2      5        73.58        -76.88         47.02        -20.49 
     2      4        85.38        -85.96         53.54        -36.10 
     2      3        91.96        -94.18         58.17        -57.04 
     2      2        70.42        -69.31         43.66        -81.19 
     2      1       167.09       -352.99        144.05        -18.00 

     3      7        39.23        -18.08         17.80        -13.41 
     3      6        70.62        -42.62         35.14        -43.36 
     3      5        73.09        -75.46         46.12        -81.31 
     3      4        94.72        -87.09         56.58       -133.81 
     3      3        93.08        -89.52         56.94       -188.93 
     3      2        90.13       -229.79         99.95       -241.96 
     3      1        44.09       -637.43        188.98       -342.56 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    2            0.00
    1            0.00



TELAIO N. 5 - modo n.1

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 5 - modo n.2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            15.867            1.842
    6            14.026            2.505
    5            11.521            2.914
    4             8.606            3.091
    3             5.515            3.173
    2             2.342            2.312
    1             0.030            0.030



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    4         7        0.317      -0.466         6        0.312      -0.594   
              5        0.295      -0.774         4        0.262      -0.776   
              3        0.207      -0.818         2        0.126      -0.826   
              1        0.022      -0.012   

    5         7       -0.003      -0.146         6       -0.003      -0.180   
              5       -0.005      -0.205         4       -0.008      -0.118   
              3       -0.009      -0.111         2       -0.008      -0.061   
              1       -0.004      -0.007   

    6         7       -0.316      -0.287         6       -0.311      -0.359   
              5       -0.293      -0.447         4       -0.256      -0.388   
              3       -0.200      -0.400         2       -0.120      -0.366   
              1       -0.020      -0.004   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  4 -  5    7        33.83        -21.70        -10.68        -10.68 
  4 -  5    6        77.53        -50.42        -24.61        -24.61 
  4 -  5    5       103.39        -66.11        -32.60        -32.60 
  4 -  5    4       157.36        -88.94        -47.36        -47.36 
  4 -  5    3       168.57        -95.14        -50.72        -50.72 
  4 -  5    2       170.00        -90.54        -50.10        -50.10 
  4 -  5    1       247.69       -175.22        -81.33        -81.33 

  5 -  6    7        17.22        -24.62        -11.16        -11.16 
  5 -  6    6        42.80        -59.07        -27.16        -27.16 
  5 -  6    5        56.83        -78.86        -36.18        -36.18 
  5 -  6    4        61.23       -100.17        -43.04        -43.04 
  5 -  6    3        67.62       -109.17        -47.14        -47.14 
  5 -  6    2        57.62       -101.52        -42.44        -42.44 
  5 -  6    1       126.21        -58.89        -49.36        -49.36 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     4      7        33.83        -12.30         14.41         10.68 
     4      6        65.23        -34.73         31.24         35.28 
     4      5        68.66        -68.34         42.81         67.88 
     4      4        89.02        -82.00         53.44        115.25 
     4      3        86.57        -85.16         53.67        165.96 
     4      2        84.84       -222.28         95.98        216.07 
     4      1        25.41       -778.06        223.19        297.39 

     5      7        38.92        -37.88         24.00          0.48 
     5      6        55.34        -54.56         34.35          3.04 
     5      5        68.37        -71.06         43.57          6.63 
     5      4        79.11        -79.31         49.51          2.30 
     5      3        83.45        -84.99         52.64         -1.27 
     5      2        63.17        -64.85         40.01         -8.94 
     5      1       236.58       -405.33        178.31        -40.91 

     6      7        24.62        -22.39         14.69        -11.16 
     6      6        36.68        -33.94         22.07        -38.32 
     6      5        44.93        -46.77         28.65        -74.51 
     6      4        53.40        -53.05         33.27       -117.55 
     6      3        56.12        -57.15         35.40       -164.69 
     6      2        44.37        -55.60         31.24       -207.13 
     6      1         3.28         -4.07          2.04       -256.49 



TELAIO N. 5 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 5 - modo n.4

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 5 - modo n.5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.763           -0.559
    6            -0.204           -0.589
    5             0.384           -0.363
    4             0.747            0.019
    3             0.728            0.344
    2             0.384            0.379
    1             0.005            0.005



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    4         7       -0.036       0.146         6       -0.035       0.163   
              5       -0.029       0.142         4       -0.021       0.044   
              3       -0.012      -0.050         2       -0.004      -0.120   
              1        0.001      -0.002   

    5         7       -0.003       0.032         6       -0.003       0.038   
              5       -0.003       0.031         4       -0.002       0.008   
              3       -0.002      -0.001         2       -0.002      -0.001   
              1       -0.001      -0.001   

    6         7        0.040       0.081         6        0.038       0.092   
              5        0.032       0.078         4        0.023       0.024   
              3        0.014      -0.019         2        0.005      -0.047   
              1        0.000       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  4 -  5    7       -11.55          7.24          3.61          3.61 
  4 -  5    6       -22.68         14.48          7.14          7.14 
  4 -  5    5       -19.61         12.32          6.14          6.14 
  4 -  5    4        -8.93          5.17          2.71          2.71 
  4 -  5    3        11.05         -5.92         -3.26         -3.26 
  4 -  5    2        25.10        -12.83         -7.29         -7.29 
  4 -  5    1        51.62        -35.19        -16.69        -16.69 

  5 -  6    7        -5.82          8.38          3.79          3.79 
  5 -  6    6       -12.22         17.07          7.81          7.81 
  5 -  6    5       -10.11         14.40          6.54          6.54 
  5 -  6    4        -2.88          5.18          2.15          2.15 
  5 -  6    3         4.77         -7.45         -3.26         -3.26 
  5 -  6    2         8.00        -14.60         -6.03         -6.03 
  5 -  6    1        31.85        -10.47        -11.29        -11.29 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     4      7       -11.55          8.61         -6.30         -3.61 
     4      6       -14.06         17.65         -9.91        -10.76 
     4      5        -1.96         18.47         -6.38        -16.90 
     4      4         9.53          6.40          0.98        -19.61 
     4      3        17.44         -5.71          7.24        -16.35 
     4      2        19.39        -39.26         18.33         -9.05 
     4      1        12.36       -122.55         37.47          7.64 

     5      7       -13.06         12.88         -8.11         -0.17 
     5      6       -13.81         14.04         -8.70         -0.84 
     5      5        -8.39          9.09         -5.46         -1.24 
     5      4         1.04         -0.76          0.56         -0.67 
     5      3         9.93         -9.91          6.20         -0.67 
     5      2        10.92        -10.94          6.83         -1.94 
     5      1        56.10        -71.69         35.50         -7.35 

     6      7        -8.38          8.05         -5.13          3.79 
     6      6        -9.02          9.44         -5.77         11.60 
     6      5        -4.96          6.63         -3.62         18.13 
     6      4         1.45         -0.10          0.49         20.28 
     6      3         7.35         -6.49          4.32         17.02 
     6      2         8.11         -9.59          5.53         11.00 
     6      1         0.88         -0.81          0.47         -0.29 



TELAIO N. 5 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 5 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 5 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            16.055            1.945
    6            14.182            2.601
    5            11.660            2.967
    4             8.744            3.126
    3             5.635            3.232
    2             2.405            2.374
    1             0.031            0.031



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    4         7        0.323      -0.494         6        0.317      -0.623   
              5        0.300      -0.796         4        0.266      -0.786   
              3        0.209      -0.829         2        0.128      -0.846   
              1        0.022      -0.013   

    5         7       -0.005      -0.151         6       -0.005      -0.185   
              5       -0.006      -0.209         4       -0.008      -0.119   
              3       -0.009      -0.112         2       -0.009      -0.062   
              1       -0.004      -0.007   

    6         7       -0.322      -0.301         6       -0.317      -0.374   
              5       -0.297      -0.459         4       -0.260      -0.393   
              3       -0.202      -0.405         2       -0.121      -0.374   
              1       -0.020      -0.004   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  4 -  5    7        36.14        -23.13        -11.40        -11.40 
  4 -  5    6        81.67        -53.04        -25.90        -25.90 
  4 -  5    5       106.35        -67.96        -33.52        -33.52 
  4 -  5    4       159.29        -90.04        -47.95        -47.95 
  4 -  5    3       170.95        -96.46        -51.43        -51.43 
  4 -  5    2       174.13        -92.65        -51.30        -51.30 
  4 -  5    1       256.22       -180.95        -84.07        -84.07 

  5 -  6    7        18.38        -26.30        -11.91        -11.91 
  5 -  6    6        44.99        -62.16        -28.58        -28.58 
  5 -  6    5        58.33        -81.02        -37.16        -37.16 
  5 -  6    4        61.96       -101.38        -43.56        -43.56 
  5 -  6    3        68.61       -110.73        -47.82        -47.82 
  5 -  6    2        58.94       -103.92        -43.43        -43.43 
  5 -  6    1       131.91        -60.62        -51.31        -51.31 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     4      7        36.14        -15.25         15.92         11.40 
     4      6        67.48        -39.52         33.16         37.30 
     4      5        69.44        -71.58         43.74         70.70 
     4      4        90.63        -83.10         54.04        118.12 
     4      3        89.61        -86.40         54.88        168.51 
     4      2        88.29       -228.81         99.07        218.58 
     4      1        28.41       -796.80        228.88        300.75 

     5      7        41.51        -40.46         25.62          0.52 
     5      6        57.66        -56.96         35.82          3.19 
     5      5        69.61        -72.39         44.38          6.81 
     5      4        80.00        -80.21         50.06          2.42 
     5      3        85.12        -86.66         53.68         -1.47 
     5      2        64.98        -66.66         41.14         -9.28 
     5      1       246.22       -416.56        184.03        -42.07 

     6      7        26.30        -24.06         15.74        -11.91 
     6      6        38.19        -35.62         23.06        -40.48 
     6      5        45.68        -47.73         29.19        -77.50 
     6      4        54.03        -53.64         33.64       -120.52 
     6      3        57.34        -58.25         36.12       -167.29 
     6      2        45.73        -57.19         32.16       -209.63 
     6      1         3.44         -4.20          2.12       -259.28 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    2            0.00



TELAIO N. 6 - modo n.1

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 6 - modo n.2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -2.040           -0.096
    6            -1.943           -0.255
    5            -1.689           -0.363
    4            -1.326           -0.433
    3            -0.892           -0.494
    2            -0.398           -0.398
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7       -0.050       0.020         6       -0.049       0.046   
              5       -0.048       0.088         4       -0.044       0.099   
              3       -0.036       0.115         2       -0.023       0.128   
              1       -0.003       0.001   

   13         7        0.010       0.018         6        0.010       0.040   
              5        0.010       0.077         4        0.010       0.080   
              3        0.009       0.095         2        0.006       0.101   
              1        0.001       0.001   

    7         7        0.016       0.007         6        0.016       0.013   
              5        0.016       0.021         4        0.015       0.014   
              3        0.012       0.016         2        0.008       0.012   
              1        0.003       0.000   

    1         7        0.027       0.013         6        0.027       0.029   
              5        0.026       0.055         4        0.023       0.054   
              3        0.019       0.064         2        0.012       0.067   
              1        0.003       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 13    7        -0.86          0.80          0.31          0.31 
 19 - 13    6        -6.33          5.95          2.32          2.32 
 19 - 13    5       -14.07         13.35          5.17          5.17 
 19 - 13    4       -25.14         23.25          9.13          9.13 
 19 - 13    3       -30.60         28.54         11.16         11.16 
 19 - 13    2       -34.87         32.10         12.64         12.64 
 19 - 13    1         3.19         -1.15         -0.82         -0.82 

 13 -  7    7        -1.62          1.16          0.59          0.59 
 13 -  7    6        -6.46          4.46          2.32          2.32 
 13 -  7    5       -12.36          8.33          4.40          4.40 
 13 -  7    4       -19.67         12.02          6.74          6.74 
 13 -  7    3       -23.40         14.26          8.01          8.01 
 13 -  7    2       -24.49         14.23          8.24          8.24 
 13 -  7    1        -3.07         -3.62         -0.12         -0.12 

  7 -  1    7        -0.82          1.07          0.38          0.38 
  7 -  1    6        -3.31          4.46          1.57          1.57 
  7 -  1    5        -6.23          8.57          2.99          2.99 
  7 -  1    4        -8.31         12.74          4.25          4.25 
  7 -  1    3        -9.96         15.26          5.10          5.10 
  7 -  1    2        -9.70         15.66          5.12          5.12 
  7 -  1    1       -14.78          9.57          4.92          4.92 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7        -0.86         -3.60          0.86         -0.31 
    19      6        -9.93          2.87         -4.00         -2.63 
    19      5       -11.19          9.37         -6.43         -7.81 
    19      4       -15.77         12.97         -8.98        -16.94 
    19      3       -17.63         15.41        -10.33        -28.09 
    19      2       -19.46         41.05        -18.91        -40.73 
    19      1        44.24         -7.15         14.27        -39.91 

    13      7        -2.42         -1.35         -0.33         -0.28 
    13      6       -13.77          7.63         -6.69         -0.29 
    13      5       -18.09         17.50        -11.12          0.49 
    13      4       -25.42         22.90        -15.10          2.88 
    13      3       -29.03         27.98        -17.82          6.02 
    13      2       -28.60         45.59        -23.18         10.42 
    13      1        43.66        -11.39         15.29          9.72 

     7      7        -1.98          1.80         -1.18          0.21 
     7      6        -5.97          5.71         -3.65          0.96 
     7      5        -8.84          9.07         -5.60          2.38 
     7      4       -11.26         11.20         -7.02          4.87 
     7      3       -13.03         13.14         -8.18          7.78 
     7      2       -10.80         11.16         -6.86         10.90 
     7      1         0.00          0.00          0.00          5.86 

     1      7        -1.07          0.57         -0.51          0.38 
     1      6        -3.88          3.09         -2.18          1.95 
     1      5        -5.48          5.50         -3.43          4.94 
     1      4        -7.24          6.93         -4.43          9.19 
     1      3        -8.32          8.24         -5.18         14.29 
     1      2        -7.42          9.49         -5.28         19.41 
     1      1        -0.08          0.07         -0.04         24.33 



TELAIO N. 6 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 6 - modo n.4

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 6 - modo n.5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.244            0.129
    6             0.116            0.168
    5            -0.052            0.120
    4            -0.172            0.012
    3            -0.184           -0.084
    2            -0.100           -0.100
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7        0.014      -0.031         6        0.014      -0.041   
              5        0.012      -0.042         4        0.009      -0.017   
              3        0.005       0.009         2        0.002       0.029   
              1        0.000       0.000   

   13         7       -0.002      -0.027         6       -0.002      -0.035   
              5       -0.002      -0.036         4       -0.001      -0.013   
              3        0.000       0.008         2        0.000       0.022   
              1        0.000       0.000   

    7         7       -0.004      -0.007         6       -0.004      -0.010   
              5       -0.003      -0.009         4       -0.002      -0.002   
              3       -0.001       0.001         2       -0.001       0.002   
              1        0.000       0.000   

    1         7       -0.008      -0.019         6       -0.008      -0.026   
              5       -0.007      -0.026         4       -0.005      -0.009   
              3       -0.003       0.005         2       -0.001       0.014   
              1        0.000       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 13    7         2.97         -2.81         -1.09         -1.09 
 19 - 13    6         6.94         -6.58         -2.55         -2.55 
 19 - 13    5         7.26         -6.88         -2.67         -2.67 
 19 - 13    4         4.16         -3.83         -1.51         -1.51 
 19 - 13    3        -3.00          2.82          1.10          1.10 
 19 - 13    2        -8.18          7.52          2.96          2.96 
 19 - 13    1        -8.69          8.09          3.17          3.17 

 13 -  7    7         2.52         -1.71         -0.90         -0.90 
 13 -  7    6         5.77         -3.92         -2.06         -2.06 
 13 -  7    5         5.87         -3.91         -2.08         -2.08 
 13 -  7    4         3.25         -1.98         -1.11         -1.11 
 13 -  7    3        -1.91          1.14          0.65          0.65 
 13 -  7    2        -5.35          3.03          1.78          1.78 
 13 -  7    1        -6.22          2.17          1.79          1.79 

  7 -  1    7         1.26         -1.74         -0.61         -0.61 
  7 -  1    6         2.95         -4.03         -1.41         -1.41 
  7 -  1    5         2.91         -4.06         -1.41         -1.41 
  7 -  1    4         1.32         -2.06         -0.68         -0.68 
  7 -  1    3        -0.85          1.30          0.43          0.43 
  7 -  1    2        -2.05          3.41          1.10          1.10 
  7 -  1    1        -0.69          2.50          0.64          0.64 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7         2.97         -1.33          1.34          1.09 
    19      6         5.60         -5.36          3.43          3.64 
    19      5         1.89         -6.23          2.54          6.31 
    19      4        -2.07         -2.31          0.08          7.81 
    19      3        -5.31          2.06         -2.30          6.72 
    19      2        -6.12         10.91         -5.32          3.75 
    19      1         2.21         12.59         -2.88          0.59 

    13      7         5.33         -3.90          2.89         -0.19 
    13      6         8.45         -8.29          5.23         -0.68 
    13      5         4.45         -8.33          4.00         -1.26 
    13      4        -1.26         -2.27          0.32         -1.66 
    13      3        -7.00          4.55         -3.61         -1.21 
    13      2        -8.32         12.02         -6.36         -0.03 
    13      1        -2.29         10.70         -3.61          1.35 

     7      7         2.98         -2.90          1.84         -0.29 
     7      6         3.97         -3.99          2.49         -0.95 
     7      5         2.84         -3.05          1.84         -1.62 
     7      4         0.24         -0.34          0.18         -2.05 
     7      3        -2.33          2.29         -1.44         -1.84 
     7      2        -2.79          2.85         -1.76         -1.15 
     7      1        -0.02          0.01         -0.01         -0.01 

     1      7         1.74         -1.55          1.03         -0.61 
     1      6         2.48         -2.47          1.55         -2.02 
     1      5         1.59         -2.11          1.16         -3.42 
     1      4        -0.05         -0.39          0.11         -4.11 
     1      3        -1.69          1.39         -0.96         -3.67 
     1      2        -2.01          2.45         -1.40         -2.57 
     1      1        -0.05          0.05         -0.03         -1.93 



TELAIO N. 6 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 6 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 6 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.678           -0.169
    6            -1.579           -0.264
    5            -1.366           -0.316
    4            -1.081           -0.352
    3            -0.737           -0.407
    2            -0.331           -0.331
    1            -0.003           -0.003



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7       -0.043       0.041         6       -0.043       0.057   
              5       -0.041       0.082         4       -0.037       0.082   
              3       -0.030       0.094         2       -0.018       0.107   
              1       -0.002       0.001   

   13         7        0.009       0.036         6        0.009       0.050   
              5        0.009       0.071         4        0.008       0.066   
              3        0.007       0.077         2        0.005       0.084   
              1        0.001       0.001   

    7         7        0.014       0.010         6        0.014       0.015   
              5        0.013       0.019         4        0.012       0.011   
              3        0.010       0.013         2        0.007       0.010   
              1        0.003       0.000   

    1         7        0.023       0.026         6        0.023       0.036   
              5        0.022       0.051         4        0.020       0.045   
              3        0.016       0.052         2        0.010       0.055   
              1        0.002       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 13    7        -3.71          3.50          1.36          1.36 
 19 - 13    6        -8.90          8.43          3.27          3.27 
 19 - 13    5       -13.34         12.66          4.91          4.91 
 19 - 13    4       -20.81         19.24          7.56          7.56 
 19 - 13    3       -24.98         23.30          9.11          9.11 
 19 - 13    2       -29.02         26.72         10.52         10.52 
 19 - 13    1        25.11        -22.03         -8.89         -8.89 

 13 -  7    7        -3.30          2.23          1.18          1.18 
 13 -  7    6        -8.02          5.49          2.88          2.88 
 13 -  7    5       -11.51          7.74          4.10          4.10 
 13 -  7    4       -16.29          9.95          5.58          5.58 
 13 -  7    3       -19.06         11.61          6.53          6.53 
 13 -  7    2       -20.29         11.79          6.83          6.83 
 13 -  7    1       -12.44         -4.05         -2.55         -2.55 

  7 -  1    7        -1.64          2.26          0.79          0.79 
  7 -  1    6        -4.12          5.58          1.96          1.96 
  7 -  1    5        -5.79          7.98          2.78          2.78 
  7 -  1    4        -6.87         10.54          3.52          3.52 
  7 -  1    3        -8.11         12.42          4.15          4.15 
  7 -  1    2        -8.02         12.97          4.24          4.24 
  7 -  1    1       -11.87          7.91          3.96          3.96 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7        -3.71         -4.33          2.20         -1.36 
    19      6        -9.47          5.67         -4.53         -4.53 
    19      5        -9.25          9.56         -5.72         -9.08 
    19      4       -12.93         10.76         -7.29        -15.91 
    19      3       -15.10         12.83         -8.69        -23.94 
    19      2       -16.48         34.33        -15.87        -33.35 
    19      1        47.29        -83.97         33.93        -32.93 

    13      7        -6.76         -5.95         -3.84         -0.35 
    13      6       -13.60         10.13         -7.32         -0.79 
    13      5       -15.26         16.21         -9.77          1.33 
    13      4       -20.67         18.75        -12.27          2.86 
    13      3       -24.37         23.18        -14.84          5.07 
    13      2       -24.05         38.09        -19.42          8.45 
    13      1        53.44        -68.36         32.44          9.67 

     7      7        -3.86          3.75         -2.38          0.39 
     7      6        -6.20          6.06         -3.83          1.29 
     7      5        -7.67          7.91         -4.87          2.55 
     7      4        -9.15          9.11         -5.71          4.48 
     7      3       -10.75         10.83         -6.75          6.62 
     7      2        -9.00          9.30         -5.72          8.95 
     7      1         0.07          0.06         -0.04          5.05 

     1      7        -2.26          2.04         -1.34          0.79 
     1      6        -3.93          3.47         -2.31          2.72 
     1      5        -4.69          4.89         -2.99          5.36 
     1      4        -5.88          5.65         -3.60          8.59 
     1      3        -6.91          6.81         -4.29         12.26 
     1      2        -6.20          7.91         -4.41         16.02 
     1      1        -0.38          0.34         -0.20         19.84 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    6            0.00
    5            0.00
    4            0.00
    3            0.00



TELAIO N. 7 - modo n.1

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 7 - modo n.2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.640           -0.092
    6            -1.548           -0.212
    5            -1.336           -0.293
    4            -1.043           -0.344
    3            -0.699           -0.388
    2            -0.311           -0.310
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   20         7       -0.031       0.014         6       -0.031       0.024   
              5       -0.030       0.039         4       -0.027       0.033   
              3       -0.022       0.038         2       -0.014       0.035   
              1       -0.003       0.009   

   14         7       -0.002       0.017         6       -0.002       0.035   
              5       -0.001       0.064         4       -0.001       0.067   
              3       -0.001       0.079         2        0.000       0.080   
              1        0.000       0.032   

    8         7        0.004       0.008         6        0.004       0.011   
              5        0.004       0.015         4        0.003       0.006   
              3        0.002       0.006         2        0.002       0.003   
              1        0.001       0.003   

    2         7        0.040       0.020         6        0.040       0.041   
              5        0.039       0.073         4        0.037       0.082   
              3        0.032       0.097         2        0.024       0.099   
              1        0.013       0.038   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 20 - 14    7        -1.07          1.18          0.42          0.42 
 20 - 14    6        -4.24          4.98          1.74          1.74 
 20 - 14    5        -8.06          9.63          3.34          3.34 
 20 - 14    4       -12.04         15.52          5.20          5.20 
 20 - 14    3       -14.51         18.77          6.28          6.28 
 20 - 14    2       -14.51         19.09          6.34          6.34 
 20 - 14    1        -4.96          7.35          2.32          2.32 

 14 -  8    7        -1.63          1.25          0.61          0.61 
 14 -  8    6        -5.65          3.90          2.03          2.03 
 14 -  8    5       -10.06          6.57          3.54          3.54 
 14 -  8    4       -15.85          8.87          5.26          5.26 
 14 -  8    3       -18.71         10.29          6.17          6.17 
 14 -  8    2       -18.55          9.68          6.01          6.01 
 14 -  8    1        -7.74          4.42          2.59          2.59 

  8 -  2    7        -0.57          1.03          0.32          0.32 
  8 -  2    6        -2.83          4.87          1.56          1.56 
  8 -  2    5        -5.66          9.64          3.09          3.09 
  8 -  2    4        -8.18         16.46          4.98          4.98 
  8 -  2    3        -9.95         19.84          6.02          6.02 
  8 -  2    2        -9.97         20.52          6.16          6.16 
  8 -  2    1        -4.12          7.93          2.43          2.43 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    20      7        -1.07          0.77         -0.57         -0.42 
    20      6        -3.47          2.99         -2.02         -2.17 
    20      5        -5.07          5.26         -3.23         -5.50 
    20      4        -6.79          6.64         -4.20        -10.70 
    20      3        -7.87          7.95         -4.94        -16.98 
    20      2        -6.56          7.37         -4.35        -23.32 
    20      1         2.41         -1.13          0.98        -25.64 

    14      7        -2.81         -0.24         -0.80         -0.19 
    14      6       -10.87          6.11         -5.31         -0.48 
    14      5       -13.58         12.98         -8.30         -0.68 
    14      4       -18.38         16.31        -10.84         -0.74 
    14      3       -21.16         21.06        -13.19         -0.63 
    14      2       -16.59         24.63        -12.88         -0.30 
    14      1         9.55         -4.70          3.96         -0.56 

     8      7        -1.82          1.74         -1.11          0.29 
     8      6        -4.99          4.86         -3.08          0.76 
     8      5        -7.37          7.64         -4.69          1.21 
     8      4        -9.41          9.42         -5.88          1.49 
     8      3       -10.82         10.92         -6.80          1.64 
     8      2        -8.73          8.71         -5.45          1.49 
     8      1         0.16         -0.07          0.06          1.64 

     2      7        -1.03         -2.51          0.46          0.32 
     2      6        -7.39          1.91         -2.91          1.88 
     2      5        -7.73          6.19         -4.35          4.97 
     2      4       -10.28          7.85         -5.66          9.95 
     2      3       -11.99         11.54         -7.35         15.97 
     2      2        -8.98         19.30         -8.84         22.13 
     2      1        11.37         -5.61          4.72         24.56 



TELAIO N. 7 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 7 - modo n.4

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 7 - modo n.5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.180            0.096
    6             0.084            0.124
    5            -0.041            0.089
    4            -0.129            0.009
    3            -0.138           -0.063
    2            -0.075           -0.075
    1             0.000            0.000



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   20         7        0.008      -0.012         6        0.008      -0.016   
              5        0.007      -0.016         4        0.005      -0.005   
              3        0.003       0.002         2        0.001       0.006   
              1        0.000       0.002   

   14         7        0.000      -0.021         6        0.000      -0.027   
              5        0.000      -0.028         4        0.000      -0.010   
              3        0.000       0.006         2        0.000       0.017   
              1        0.000       0.008   

    8         7       -0.001      -0.005         6       -0.001      -0.006   
              5       -0.001      -0.005         4       -0.001      -0.001   
              3       -0.001       0.000         2       -0.001      -0.001   
              1        0.000       0.000   

    2         7       -0.009      -0.024         6       -0.008      -0.031   
              5       -0.007      -0.032         4       -0.006      -0.013   
              3       -0.004       0.008         2       -0.002       0.021   
              1       -0.001       0.010   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 20 - 14    7         1.52         -1.83         -0.63         -0.63 
 20 - 14    6         3.53         -4.23         -1.47         -1.47 
 20 - 14    5         3.57         -4.34         -1.49         -1.49 
 20 - 14    4         1.79         -2.35         -0.78         -0.78 
 20 - 14    3        -1.26          1.69          0.56          0.56 
 20 - 14    2        -3.07          4.13          1.36          1.36 
 20 - 14    1        -1.28          1.89          0.60          0.60 

 14 -  8    7         1.88         -1.21         -0.66         -0.66 
 14 -  8    6         4.28         -2.75         -1.50         -1.50 
 14 -  8    5         4.33         -2.70         -1.50         -1.50 
 14 -  8    4         2.41         -1.30         -0.79         -0.79 
 14 -  8    3        -1.49          0.71          0.47          0.47 
 14 -  8    2        -3.84          1.84          1.21          1.21 
 14 -  8    1        -1.94          1.03          0.63          0.63 

  8 -  2    7         1.12         -1.89         -0.61         -0.61 
  8 -  2    6         2.64         -4.38         -1.42         -1.42 
  8 -  2    5         2.65         -4.51         -1.45         -1.45 
  8 -  2    4         1.25         -2.57         -0.77         -0.77 
  8 -  2    3        -0.97          1.87          0.57          0.57 
  8 -  2    2        -2.25          4.61          1.39          1.39 
  8 -  2    1        -1.15          2.17          0.67          0.67 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    20      7         1.52         -1.41          0.92          0.63 
    20      6         2.12         -2.13          1.33          2.10 
    20      5         1.44         -1.78          1.01          3.59 
    20      4         0.01         -0.24          0.08          4.37 
    20      3        -1.49          1.36         -0.89          3.82 
    20      2        -1.71          1.84         -1.11          2.46 
    20      1         0.56         -0.26          0.23          1.86 

    14      7         3.71         -2.62          1.98          0.02 
    14      6         5.89         -5.77          3.64          0.05 
    14      5         2.90         -5.82          2.72          0.06 
    14      4        -1.06         -1.78          0.22          0.07 
    14      3        -4.95          3.20         -2.55          0.15 
    14      2        -4.78          6.23         -3.44          0.31 
    14      1         2.40         -1.17          0.99          0.27 

     8      7         2.33         -2.29          1.45         -0.05 
     8      6         3.09         -3.12          1.94         -0.12 
     8      5         2.23         -2.37          1.44         -0.17 
     8      4         0.19         -0.20          0.12         -0.19 
     8      3        -1.87          1.88         -1.17         -0.30 
     8      2        -2.20          2.18         -1.37         -0.48 
     8      1         0.00          0.00          0.00         -0.52 

     2      7         1.89         -0.66          0.80         -0.61 
     2      6         3.72         -3.55          2.27         -2.03 
     2      5         0.96         -4.22          1.62         -3.47 
     2      4        -1.65         -1.86          0.07         -4.25 
     2      3        -3.73          1.51         -1.64         -3.67 
     2      2        -3.10          5.01         -2.54         -2.29 
     2      1         2.84         -1.39          1.18         -1.62 



TELAIO N. 7 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 7 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 7 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.201           -0.118
    6            -1.127           -0.188
    5            -0.974           -0.226
    4            -0.769           -0.251
    3            -0.525           -0.289
    2            -0.236           -0.236
    1            -0.002           -0.002



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   20         7       -0.024       0.016         6       -0.024       0.023   
              5       -0.023       0.032         4       -0.020       0.024   
              3       -0.016       0.027         2       -0.010       0.026   
              1       -0.002       0.007   

   14         7       -0.001       0.025         6       -0.001       0.036   
              5       -0.001       0.052         4       -0.001       0.050   
              3       -0.001       0.058         2        0.000       0.060   
              1        0.000       0.025   

    8         7        0.003       0.007         6        0.003       0.010   
              5        0.003       0.012         4        0.002       0.005   
              3        0.002       0.004         2        0.001       0.002   
              1        0.001       0.003   

    2         7        0.030       0.029         6        0.030       0.041   
              5        0.029       0.060         4        0.027       0.061   
              3        0.023       0.071         2        0.018       0.075   
              1        0.010       0.029   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 20 - 14    7        -1.79          2.14          0.74          0.74 
 20 - 14    6        -4.50          5.34          1.86          1.86 
 20 - 14    5        -6.61          7.92          2.74          2.74 
 20 - 14    4        -8.90         11.47          3.84          3.84 
 20 - 14    3       -10.66         13.80          4.61          4.61 
 20 - 14    2       -10.95         14.42          4.79          4.79 
 20 - 14    1        -3.76          5.60          1.77          1.77 

 14 -  8    7        -2.30          1.53          0.81          0.81 
 14 -  8    6        -5.69          3.80          2.02          2.02 
 14 -  8    5        -8.20          5.31          2.88          2.88 
 14 -  8    4       -11.71          6.55          3.89          3.89 
 14 -  8    3       -13.73          7.54          4.53          4.53 
 14 -  8    2       -13.97          7.25          4.52          4.52 
 14 -  8    1        -5.89          3.35          1.96          1.96 

  8 -  2    7        -1.26          2.18          0.70          0.70 
  8 -  2    6        -3.20          5.39          1.73          1.73 
  8 -  2    5        -4.70          8.00          2.57          2.57 
  8 -  2    4        -6.05         12.18          3.68          3.68 
  8 -  2    3        -7.32         14.60          4.43          4.43 
  8 -  2    2        -7.56         15.55          4.67          4.67 
  8 -  2    1        -3.17          6.08          1.87          1.87 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    20      7        -1.79          1.65         -1.07         -0.74 
    20      6        -3.12          2.86         -1.87         -2.56 
    20      5        -3.88          4.11         -2.50         -5.15 
    20      4        -4.95          4.85         -3.06         -8.68 
    20      3        -5.91          5.94         -3.70        -12.79 
    20      2        -5.03          5.63         -3.33        -17.08 
    20      1         1.87         -0.93          0.78        -18.69 

    14      7        -4.43         -3.68         -2.43         -0.14 
    14      6        -9.35          6.73         -4.96         -0.35 
    14      5       -10.19         10.67         -6.47         -0.50 
    14      4       -13.45         11.96         -7.90         -0.54 
    14      3       -16.12         15.70         -9.93         -0.48 
    14      2       -12.84         18.83         -9.89         -0.35 
    14      1         7.35         -3.66          3.06         -0.47 

     8      7        -2.76          2.70         -1.71          0.21 
     8      6        -4.52          4.46         -2.80          0.56 
     8      5        -5.68          5.91         -3.62          0.89 
     8      4        -6.86          6.87         -4.29          1.10 
     8      3        -8.09          8.16         -5.08          1.22 
     8      2        -6.66          6.64         -4.16          1.16 
     8      1         0.14         -0.07          0.06          1.28 

     2      7        -2.18         -2.77          1.27          0.70 
     2      6        -6.24          3.44         -2.86          2.39 
     2      5        -5.70          5.77         -3.45          4.79 
     2      4        -7.65          5.91         -4.13          8.15 
     2      3        -9.40          8.61         -5.60         12.05 
     2      2        -7.15         14.80         -6.85         16.20 
     2      1         8.72         -4.34          3.63         17.89 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    7            0.00



TELAIO N. 8 - modo n.1

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 8 - modo n.2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.114           -0.087
    6            -1.027           -0.155
    5            -0.872           -0.200
    4            -0.672           -0.226
    3            -0.445           -0.249
    2            -0.196           -0.194
    1            -0.002           -0.002



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   21         7       -0.005       0.015         6       -0.005       0.032   
              5       -0.004       0.048         4       -0.004       0.058   
              3       -0.003       0.064         2       -0.002       0.070   
              1        0.000       0.008   

   15         7       -0.026       0.009         6       -0.026       0.016   
              5       -0.025       0.022         4       -0.024       0.018   
              3       -0.020       0.020         2       -0.015       0.016   
              1       -0.008       0.015   

    9         7        0.000       0.018         6        0.000       0.029   
              5        0.000       0.044         4        0.000       0.045   
              3        0.000       0.050         2        0.000       0.053   
              1        0.000       0.001   

    3         7        0.024       0.013         6        0.024       0.019   
              5        0.023       0.027         4        0.021       0.021   
              3        0.016       0.024         2        0.010       0.021   
              1        0.002       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 21 - 15    7        -0.63          0.56          0.22          0.22 
 21 - 15    6        -1.13          0.93          0.39          0.39 
 21 - 15    5        -1.60          1.28          0.54          0.54 
 21 - 15    4        -1.78          1.30          0.58          0.58 
 21 - 15    3        -1.94          1.40          0.63          0.63 
 21 - 15    2        -2.01          1.34          0.63          0.63 
 21 - 15    1        -0.43          0.52          0.18          0.18 

 15 -  9    7        -0.88          1.25          0.45          0.45 
 15 -  9    6        -3.17          4.10          1.55          1.55 
 15 -  9    5        -5.26          6.88          2.58          2.58 
 15 -  9    4        -7.57         10.63          3.87          3.87 
 15 -  9    3        -8.89         12.37          4.52          4.52 
 15 -  9    2        -8.53         12.81          4.54          4.54 
 15 -  9    1        -2.94          1.33          0.91          0.91 

  9 -  3    7        -1.39          1.16          0.51          0.51 
  9 -  3    6        -4.21          3.51          1.56          1.56 
  9 -  3    5        -6.99          5.78          2.58          2.58 
  9 -  3    4       -10.73          8.18          3.82          3.82 
  9 -  3    3       -12.46          9.57          4.45          4.45 
  9 -  3    2       -13.08          9.58          4.58          4.58 
  9 -  3    1       -13.62          5.18          3.80          3.80 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    21      7        -0.63          0.09         -0.22         -0.22 
    21      6        -1.05          0.55         -0.50         -0.61 
    21      5        -1.06          0.76         -0.57         -1.16 
    21      4        -1.03          0.84         -0.58         -1.74 
    21      3        -1.11          0.92         -0.63         -2.37 
    21      2        -1.08          3.01         -1.28         -3.00 
    21      1         2.57         -1.13          1.03         -3.18 

    15      7        -1.44          1.25         -0.84         -0.23 
    15      6        -2.85          2.65         -1.72         -1.39 
    15      5        -3.89          4.02         -2.47         -3.42 
    15      4        -4.84          4.78         -3.01         -6.71 
    15      3        -5.51          5.65         -3.49        -10.60 
    15      2        -4.22          4.24         -2.65        -14.51 
    15      1         0.78         -0.37          0.32        -15.24 

     9      7        -2.64          0.91         -1.11         -0.06 
     9      6        -7.40          4.73         -3.79         -0.07 
     9      5        -9.13          9.09         -5.70         -0.07 
     9      4       -12.27         11.33         -7.37         -0.02 
     9      3       -13.49         13.07         -8.30          0.05 
     9      2       -12.81         21.57        -10.74          0.02 
     9      1         6.62         40.55         -9.43         -2.87 

     3      7        -1.16          0.98         -0.67          0.51 
     3      6        -2.54          2.28         -1.51          2.07 
     3      5        -3.50          3.66         -2.24          4.65 
     3      4        -4.52          4.45         -2.80          8.47 
     3      3        -5.12          5.21         -3.23         12.92 
     3      2        -4.36          4.99         -2.92         17.50 
     3      1        -0.19          0.25         -0.12         21.30 



TELAIO N. 8 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 8 - modo n.4

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 8 - modo n.5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.096            0.054
    6             0.042            0.068
    5            -0.025            0.048
    4            -0.073            0.004
    3            -0.077           -0.035
    2            -0.042           -0.042
    1             0.000            0.000



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   21         7        0.001      -0.011         6        0.001      -0.017   
              5        0.001      -0.017         4        0.001      -0.007   
              3        0.000       0.005         2        0.000       0.013   
              1        0.000       0.002   

   15         7        0.004      -0.005         6        0.004      -0.007   
              5        0.004      -0.007         4        0.003      -0.002   
              3        0.002       0.001         2        0.001       0.002   
              1        0.000       0.003   

    9         7        0.000      -0.011         6        0.000      -0.015   
              5        0.000      -0.015         4        0.000      -0.005   
              3        0.000       0.003         2        0.000       0.010   
              1        0.000       0.000   

    3         7       -0.005      -0.007         6       -0.005      -0.009   
              5       -0.004      -0.008         4       -0.003      -0.003   
              3       -0.002       0.001         2       -0.001       0.003   
              1        0.000       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 21 - 15    7         0.35         -0.27         -0.12         -0.12 
 21 - 15    6         0.53         -0.41         -0.18         -0.18 
 21 - 15    5         0.51         -0.39         -0.17         -0.17 
 21 - 15    4         0.22         -0.16         -0.07         -0.07 
 21 - 15    3        -0.12          0.07          0.04          0.04 
 21 - 15    2        -0.35          0.21          0.11          0.11 
 21 - 15    1        -0.08          0.09          0.03          0.03 

 15 -  9    7         0.76         -1.04         -0.38         -0.38 
 15 -  9    6         1.89         -2.44         -0.92         -0.92 
 15 -  9    5         1.85         -2.44         -0.91         -0.91 
 15 -  9    4         0.90         -1.28         -0.46         -0.46 
 15 -  9    3        -0.72          1.00          0.37          0.37 
 15 -  9    2        -1.65          2.52          0.89          0.89 
 15 -  9    1        -0.72          0.41          0.24          0.24 

  9 -  3    7         1.06         -0.87         -0.39         -0.39 
  9 -  3    6         2.41         -2.00         -0.89         -0.89 
  9 -  3    5         2.43         -1.98         -0.89         -0.89 
  9 -  3    4         1.27         -0.96         -0.45         -0.45 
  9 -  3    3        -0.96          0.73          0.34          0.34 
  9 -  3    2        -2.50          1.79          0.87          0.87 
  9 -  3    1        -4.13          1.18          1.07          1.07 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    21      7         0.35         -0.15          0.16          0.12 
    21      6         0.38         -0.40          0.24          0.30 
    21      5         0.12         -0.41          0.17          0.47 
    21      4        -0.19         -0.18          0.00          0.54 
    21      3        -0.30          0.03         -0.11          0.50 
    21      2        -0.32          0.68         -0.31          0.40 
    21      1         0.60         -0.27          0.24          0.36 

    15      7         1.04         -0.97          0.63          0.27 
    15      6         1.33         -1.34          0.83          1.01 
    15      5         0.90         -1.04          0.61          1.75 
    15      4         0.01         -0.10          0.04          2.14 
    15      3        -0.90          0.86         -0.55          1.81 
    15      2        -0.99          0.97         -0.61          1.03 
    15      1         0.15         -0.07          0.06          0.82 

     9      7         2.11         -1.57          1.15          0.01 
     9      6         3.28         -3.26          2.04         -0.02 
     9      5         1.62         -3.20          1.51         -0.04 
     9      4        -0.65         -0.83          0.05         -0.06 
     9      3        -2.79          1.72         -1.41         -0.03 
     9      2        -3.30          4.90         -2.56         -0.01 
     9      1         0.36          8.46         -2.25         -0.84 

     3      7         0.87         -0.82          0.53         -0.39 
     3      6         1.18         -1.19          0.74         -1.28 
     3      5         0.79         -0.97          0.55         -2.17 
     3      4        -0.01         -0.11          0.03         -2.63 
     3      3        -0.84          0.78         -0.51         -2.28 
     3      2        -1.01          1.11         -0.66         -1.42 
     3      1        -0.07          0.07         -0.04         -0.34 



TELAIO N. 8 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 8 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 8 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.615           -0.060
    6            -0.570           -0.096
    5            -0.487           -0.115
    4            -0.381           -0.126
    3            -0.258           -0.142
    2            -0.116           -0.115
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   21         7       -0.003       0.011         6       -0.003       0.021   
              5       -0.002       0.029         4       -0.002       0.032   
              3       -0.002       0.036         2       -0.001       0.041   
              1        0.000       0.005   

   15         7       -0.015       0.006         6       -0.014       0.010   
              5       -0.014       0.013         4       -0.013       0.010   
              3       -0.011       0.011         2       -0.008       0.009   
              1       -0.005       0.009   

    9         7        0.000       0.013         6        0.000       0.018   
              5        0.000       0.026         4        0.000       0.025   
              3        0.000       0.028         2        0.000       0.031   
              1        0.000       0.000   

    3         7        0.013       0.008         6        0.013       0.012   
              5        0.013       0.016         4        0.011       0.012   
              3        0.009       0.013         2        0.006       0.012   
              1        0.001       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 21 - 15    7        -0.42          0.36          0.15          0.15 
 21 - 15    6        -0.71          0.57          0.24          0.24 
 21 - 15    5        -0.95          0.75          0.32          0.32 
 21 - 15    4        -1.00          0.72          0.32          0.32 
 21 - 15    3        -1.09          0.78          0.35          0.35 
 21 - 15    2        -1.17          0.77          0.37          0.37 
 21 - 15    1        -0.25          0.30          0.10          0.10 

 15 -  9    7        -0.74          1.03          0.37          0.37 
 15 -  9    6        -2.14          2.77          1.04          1.04 
 15 -  9    5        -3.15          4.12          1.55          1.55 
 15 -  9    4        -4.22          5.93          2.16          2.16 
 15 -  9    3        -5.00          6.95          2.54          2.54 
 15 -  9    2        -4.99          7.51          2.66          2.66 
 15 -  9    1        -1.77          0.80          0.55          0.55 

  9 -  3    7        -1.08          0.89          0.40          0.40 
  9 -  3    6        -2.81          2.33          1.04          1.04 
  9 -  3    5        -4.18          3.44          1.54          1.54 
  9 -  3    4        -5.99          4.57          2.13          2.13 
  9 -  3    3        -7.00          5.37          2.50          2.50 
  9 -  3    2        -7.66          5.59          2.68          2.68 
  9 -  3    1        -7.85          3.04          2.12          2.12 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    21      7        -0.42          0.19         -0.17         -0.15 
    21      6        -0.65          0.40         -0.32         -0.39 
    21      5        -0.59          0.50         -0.33         -0.70 
    21      4        -0.59          0.48         -0.32         -1.01 
    21      3        -0.67          0.51         -0.36         -1.33 
    21      2        -0.69          1.81         -0.78         -1.66 
    21      1         1.56         -0.72          0.63         -1.76 

    15      7        -1.08          0.98         -0.64         -0.24 
    15      6        -1.80          1.71         -1.10         -1.03 
    15      5        -2.23          2.32         -1.42         -2.20 
    15      4        -2.69          2.65         -1.67         -3.92 
    15      3        -3.17          3.24         -2.00         -5.92 
    15      2        -2.54          2.54         -1.58         -8.02 
    15      1         0.47         -0.22          0.19         -8.42 

     9      7        -2.10          1.57         -1.11         -0.03 
     9      6        -4.68          3.42         -2.51         -0.05 
     9      5        -5.18          5.47         -3.31         -0.06 
     9      4        -6.84          6.29         -4.09         -0.05 
     9      3        -7.89          7.41         -4.77          0.04 
     9      2        -7.83         12.94         -6.49          0.02 
     9      1         7.75         24.38         -7.09         -1.64 

     3      7        -0.89          0.81         -0.53          0.40 
     3      6        -1.61          1.49         -0.97          1.42 
     3      5        -2.00          2.12         -1.29          2.91 
     3      4        -2.51          2.47         -1.55          4.93 
     3      3        -2.95          2.99         -1.86          7.22 
     3      2        -2.62          2.98         -1.75          9.67 
     3      1        -0.15          0.15         -0.08         11.50 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    7            0.00
    5            0.00
    4            0.00



TELAIO N. 9 - modo n.1

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 9 - modo n.2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.588           -0.081
    6            -0.507           -0.099
    5            -0.408           -0.108
    4            -0.300           -0.109
    3            -0.191           -0.109
    2            -0.082           -0.079
    1            -0.003           -0.003



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   22         7       -0.003       0.016         6       -0.003       0.025   
              5       -0.003       0.028         4       -0.002       0.029   
              3       -0.002       0.029         2       -0.001       0.029   
              1        0.000       0.004   

   16         7       -0.015       0.008         6       -0.015       0.011   
              5       -0.014       0.013         4       -0.013       0.009   
              3       -0.011       0.009         2       -0.008       0.007   
              1       -0.004       0.006   

   10         7        0.000       0.018         6        0.000       0.022   
              5        0.000       0.026         4        0.000       0.023   
              3        0.000       0.023         2        0.000       0.022   
              1        0.000       0.001   

    4         7        0.014       0.011         6        0.014       0.013   
              5        0.013       0.015         4        0.011       0.011   
              3        0.009       0.011         2        0.005       0.009   
              1        0.001       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 22 - 16    7        -0.58          0.48          0.20          0.20 
 22 - 16    6        -0.83          0.66          0.28          0.28 
 22 - 16    5        -0.92          0.73          0.31          0.31 
 22 - 16    4        -0.91          0.66          0.30          0.30 
 22 - 16    3        -0.90          0.65          0.29          0.29 
 22 - 16    2        -0.85          0.58          0.27          0.27 
 22 - 16    1        -0.20          0.22          0.08          0.08 

 16 - 10    7        -1.04          1.48          0.53          0.53 
 16 - 10    6        -2.53          3.27          1.23          1.23 
 16 - 10    5        -3.06          3.98          1.50          1.50 
 16 - 10    4        -3.81          5.36          1.95          1.95 
 16 - 10    3        -4.04          5.64          2.06          2.06 
 16 - 10    2        -3.57          5.32          1.89          1.89 
 16 - 10    1        -1.22          0.65          0.40          0.40 

 10 -  4    7        -1.54          1.26          0.57          0.57 
 10 -  4    6        -3.29          2.74          1.22          1.22 
 10 -  4    5        -4.02          3.33          1.48          1.48 
 10 -  4    4        -5.39          4.11          1.92          1.92 
 10 -  4    3        -5.67          4.35          2.02          2.02 
 10 -  4    2        -5.43          4.01          1.91          1.91 
 10 -  4    1       -18.69          2.46          4.27          4.27 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    22      7        -0.58          0.33         -0.28         -0.20 
    22      6        -0.50          0.40         -0.28         -0.48 
    22      5        -0.51          0.46         -0.30         -0.79 
    22      4        -0.45          0.45         -0.28         -1.09 
    22      3        -0.46          0.47         -0.29         -1.38 
    22      2        -0.38          1.16         -0.48         -1.65 
    22      1         0.97         -0.27          0.34         -1.73 

    16      7        -1.52          1.41         -0.92         -0.33 
    16      6        -1.78          1.74         -1.10         -1.29 
    16      5        -2.05          2.16         -1.32         -2.47 
    16      4        -2.31          2.31         -1.44         -4.13 
    16      3        -2.38          2.46         -1.51         -5.89 
    16      2        -1.68          1.71         -1.06         -7.52 
    16      1         0.27         -0.10          0.10         -7.83 

    10      7        -3.02          2.48         -1.72         -0.03 
    10      6        -4.09          3.41         -2.34         -0.02 
    10      5        -4.59          5.06         -3.01          0.00 
    10      4        -5.69          5.60         -3.53          0.03 
    10      3        -5.71          5.89         -3.63          0.07 
    10      2        -4.86          8.41         -4.15          0.05 
    10      1       -10.92         67.30        -21.73         -3.83 

     4      7        -1.26          1.18         -0.76          0.57 
     4      6        -1.56          1.50         -0.96          1.78 
     4      5        -1.83          1.97         -1.19          3.27 
     4      4        -2.15          2.14         -1.34          5.19 
     4      3        -2.21          2.27         -1.40          7.21 
     4      2        -1.74          2.02         -1.17          9.12 
     4      1        -0.44          0.44         -0.24         13.39 



TELAIO N. 9 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 9 - modo n.4

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 9 - modo n.5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.012            0.011
    6             0.001            0.011
    5            -0.010            0.006
    4            -0.017           -0.001
    3            -0.016           -0.007
    2            -0.009           -0.008
    1             0.000            0.000



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   22         7        0.000      -0.002         6        0.000      -0.003   
              5        0.000      -0.003         4        0.000      -0.001   
              3        0.000       0.001         2        0.000       0.003   
              1        0.000       0.000   

   16         7        0.001      -0.001         6        0.001      -0.001   
              5        0.001      -0.001         4        0.000       0.000   
              3        0.000       0.000         2        0.000       0.000   
              1        0.000       0.001   

   10         7        0.000      -0.002         6        0.000      -0.003   
              5        0.000      -0.002         4        0.000      -0.001   
              3        0.000       0.001         2        0.000       0.002   
              1        0.000       0.000   

    4         7       -0.001      -0.001         6       -0.001      -0.002   
              5       -0.001      -0.001         4        0.000       0.000   
              3        0.000       0.000         2        0.000       0.001   
              1        0.000       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 22 - 16    7         0.07         -0.05         -0.02         -0.02 
 22 - 16    6         0.10         -0.07         -0.03         -0.03 
 22 - 16    5         0.08         -0.06         -0.03         -0.03 
 22 - 16    4         0.02         -0.02         -0.01         -0.01 
 22 - 16    3        -0.03          0.02          0.01          0.01 
 22 - 16    2        -0.07          0.04          0.02          0.02 
 22 - 16    1        -0.02          0.02          0.01          0.01 

 16 - 10    7         0.16         -0.22         -0.08         -0.08 
 16 - 10    6         0.34         -0.44         -0.17         -0.17 
 16 - 10    5         0.28         -0.37         -0.14         -0.14 
 16 - 10    4         0.09         -0.13         -0.05         -0.05 
 16 - 10    3        -0.17          0.24          0.09          0.09 
 16 - 10    2        -0.33          0.50          0.18          0.18 
 16 - 10    1        -0.15          0.10          0.05          0.05 

 10 -  4    7         0.23         -0.18         -0.08         -0.08 
 10 -  4    6         0.44         -0.36         -0.16         -0.16 
 10 -  4    5         0.37         -0.30         -0.13         -0.13 
 10 -  4    4         0.13         -0.10         -0.05         -0.05 
 10 -  4    3        -0.23          0.18          0.08          0.08 
 10 -  4    2        -0.50          0.36          0.17          0.17 
 10 -  4    1        -2.51          0.29          0.56          0.56 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    22      7         0.07         -0.05          0.04          0.02 
    22      6         0.05         -0.07          0.04          0.06 
    22      5         0.01         -0.06          0.02          0.08 
    22      4        -0.04         -0.02          0.00          0.09 
    22      3        -0.05          0.01         -0.02          0.08 
    22      2        -0.07          0.13         -0.06          0.06 
    22      1         0.12         -0.03          0.04          0.05 

    16      7         0.21         -0.20          0.13          0.06 
    16      6         0.21         -0.22          0.13          0.19 
    16      5         0.12         -0.14          0.08          0.30 
    16      4        -0.03          0.02         -0.01          0.34 
    16      3        -0.18          0.17         -0.11          0.27 
    16      2        -0.20          0.20         -0.12          0.11 
    16      1         0.02         -0.01          0.01          0.06 

    10      7         0.45         -0.40          0.27          0.00 
    10      6         0.48         -0.55          0.32          0.00 
    10      5         0.18         -0.46          0.20         -0.01 
    10      4        -0.19         -0.05         -0.04         -0.01 
    10      3        -0.52          0.34         -0.27          0.00 
    10      2        -0.66          0.97         -0.51          0.00 
    10      1        -1.64          8.03         -2.69         -0.51 

     4      7         0.18         -0.18          0.11         -0.08 
     4      6         0.19         -0.20          0.12         -0.24 
     4      5         0.10         -0.13          0.07         -0.38 
     4      4        -0.03          0.01         -0.01         -0.43 
     4      3        -0.17          0.15         -0.10         -0.34 
     4      2        -0.20          0.23         -0.13         -0.17 
     4      1        -0.06          0.06         -0.03          0.39 



TELAIO N. 9 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 9 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 9 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.399           -0.055
    6            -0.356           -0.067
    5            -0.297           -0.075
    4            -0.226           -0.080
    3            -0.148           -0.085
    2            -0.063           -0.063
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   22         7       -0.002       0.011         6       -0.002       0.017   
              5       -0.002       0.019         4       -0.001       0.021   
              3       -0.001       0.022         2       -0.001       0.023   
              1        0.000       0.002   

   16         7       -0.010       0.005         6       -0.010       0.008   
              5       -0.009       0.009         4       -0.009       0.006   
              3       -0.007       0.007         2       -0.005       0.005   
              1       -0.003       0.005   

   10         7        0.000       0.012         6        0.000       0.014   
              5        0.000       0.017         4        0.000       0.016   
              3        0.000       0.017         2        0.000       0.017   
              1        0.000       0.001   

    4         7        0.009       0.007         6        0.009       0.009   
              5        0.009       0.011         4        0.008       0.008   
              3        0.006       0.008         2        0.004       0.007   
              1        0.001       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 22 - 16    7        -0.39          0.31          0.13          0.13 
 22 - 16    6        -0.55          0.44          0.19          0.19 
 22 - 16    5        -0.63          0.50          0.21          0.21 
 22 - 16    4        -0.64          0.47          0.21          0.21 
 22 - 16    3        -0.68          0.49          0.22          0.22 
 22 - 16    2        -0.67          0.45          0.21          0.21 
 22 - 16    1        -0.14          0.17          0.06          0.06 

 16 - 10    7        -0.73          1.03          0.38          0.38 
 16 - 10    6        -1.72          2.22          0.84          0.84 
 16 - 10    5        -2.10          2.73          1.03          1.03 
 16 - 10    4        -2.71          3.81          1.39          1.39 
 16 - 10    3        -3.07          4.29          1.56          1.56 
 16 - 10    2        -2.84          4.25          1.51          1.51 
 16 - 10    1        -0.94          0.43          0.29          0.29 

 10 -  4    7        -1.07          0.87          0.39          0.39 
 10 -  4    6        -2.24          1.86          0.83          0.83 
 10 -  4    5        -2.77          2.29          1.02          1.02 
 10 -  4    4        -3.84          2.93          1.37          1.37 
 10 -  4    3        -4.32          3.31          1.54          1.54 
 10 -  4    2        -4.34          3.18          1.52          1.52 
 10 -  4    1        -9.84          1.67          2.18          2.18 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    22      7        -0.39          0.25         -0.19         -0.13 
    22      6        -0.37          0.29         -0.20         -0.32 
    22      5        -0.38          0.33         -0.21         -0.52 
    22      4        -0.36          0.31         -0.21         -0.72 
    22      3        -0.39          0.36         -0.23         -0.92 
    22      2        -0.32          0.95         -0.40         -1.11 
    22      1         0.82         -0.38          0.33         -1.16 

    16      7        -1.04          0.98         -0.63         -0.25 
    16      6        -1.23          1.19         -0.76         -0.89 
    16      5        -1.44          1.51         -0.92         -1.67 
    16      4        -1.70          1.69         -1.06         -2.76 
    16      3        -1.89          1.94         -1.20         -3.98 
    16      2        -1.35          1.36         -0.85         -5.17 
    16      1         0.25         -0.12          0.10         -5.38 

    10      7        -2.10          1.89         -1.24         -0.02 
    10      6        -2.92          2.44         -1.65         -0.03 
    10      5        -3.30          3.54         -2.13         -0.03 
    10      4        -4.30          4.05         -2.60          0.03 
    10      3        -4.67          4.65         -2.91          0.04 
    10      2        -3.99          6.88         -3.40          0.03 
    10      1        -9.64         36.30        -12.40         -2.00 

     4      7        -0.87          0.83         -0.53          0.39 
     4      6        -1.08          1.04         -0.66          1.21 
     4      5        -1.29          1.38         -0.83          2.19 
     4      4        -1.59          1.57         -0.99          3.47 
     4      3        -1.76          1.80         -1.11          4.88 
     4      2        -1.39          1.60         -0.94          6.26 
     4      1        -0.26          0.24         -0.14          7.75 



TELAIO N. 10 - modo n.1

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 10 - modo n.2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.018           -0.075
    6             0.057           -0.038
    5             0.095           -0.007
    4             0.102            0.018
    3             0.084            0.042
    2             0.042            0.046
    1            -0.004           -0.004



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   23         7       -0.003       0.021         6       -0.003       0.016   
              5       -0.002       0.006         4       -0.001      -0.001   
              3        0.000      -0.007         2        0.000      -0.012   
              1        0.000      -0.005   

   17         7        0.002       0.019         6        0.002       0.015   
              5        0.001       0.005         4        0.000      -0.001   
              3        0.000      -0.007         2       -0.001      -0.012   
              1       -0.001      -0.005   

   11         7       -0.002       0.005         6       -0.001       0.006   
              5       -0.001       0.003         4        0.000       0.000   
              3        0.000      -0.002         2        0.001      -0.002   
              1        0.000      -0.002   

    5         7        0.003       0.022         6        0.003       0.016   
              5        0.002       0.006         4        0.001      -0.001   
              3        0.000      -0.008         2        0.000      -0.013   
              1        0.000      -0.005   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 23 - 17    7        -2.16          2.10          0.80          0.80 
 23 - 17    6        -2.81          2.79          1.06          1.06 
 23 - 17    5        -0.94          0.93          0.35          0.35 
 23 - 17    4         0.49         -0.48         -0.18         -0.18 
 23 - 17    3         2.22         -2.20         -0.83         -0.83 
 23 - 17    2         3.60         -3.56         -1.35         -1.35 
 23 - 17    1         1.50         -1.49         -0.56         -0.56 

 17 - 11    7        -0.65          0.45          0.23          0.23 
 17 - 11    6        -0.54          0.42          0.21          0.21 
 17 - 11    5        -0.20          0.17          0.08          0.08 
 17 - 11    4         0.03         -0.02         -0.01         -0.01 
 17 - 11    3         0.23         -0.16         -0.08         -0.08 
 17 - 11    2         0.37         -0.24         -0.13         -0.13 
 17 - 11    1         0.17         -0.12         -0.06         -0.06 

 11 -  5    7        -1.19          1.84          0.61          0.61 
 11 -  5    6        -1.81          2.46          0.86          0.86 
 11 -  5    5        -0.63          0.84          0.30          0.30 
 11 -  5    4         0.29         -0.42         -0.14         -0.14 
 11 -  5    3         1.26         -1.89         -0.64         -0.64 
 11 -  5    2         1.90         -3.03         -1.00         -1.00 
 11 -  5    1         0.87         -1.28         -0.44         -0.44 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    23      7        -2.16          3.06         -1.63         -0.80 
    23      6         0.24          1.45         -0.38         -1.86 
    23      5         0.51          0.66         -0.05         -2.21 
    23      4         1.15         -0.13          0.40         -2.03 
    23      3         2.10         -1.29          1.06         -1.20 
    23      2         2.31         -3.50          1.82          0.16 
    23      1        -2.00          1.23         -0.90          0.72 

    17      7        -2.75          3.43         -1.93          0.57 
    17      6         0.10          1.58         -0.46          1.42 
    17      5         0.45          0.68         -0.07          1.69 
    17      4         1.19         -0.20          0.44          1.52 
    17      3         2.23         -1.46          1.15          0.77 
    17      2         2.47         -3.61          1.90         -0.45 
    17      1        -1.96          1.21         -0.88         -0.95 

    11      7        -1.64          1.61         -1.02         -0.38 
    11      6        -0.62          0.74         -0.42         -1.04 
    11      5        -0.06          0.14         -0.06         -1.25 
    11      4         0.45         -0.40          0.26         -1.12 
    11      3         1.02         -1.01          0.63         -0.57 
    11      2         1.14         -1.16          0.72          0.29 
    11      1        -0.17          0.13         -0.08          0.67 

     5      7        -1.84          2.82         -1.46          0.61 
     5      6         0.36          1.37         -0.32          1.48 
     5      5         0.53          0.66         -0.04          1.77 
     5      4         1.08         -0.02          0.34          1.63 
     5      3         1.87         -0.99          0.90          1.00 
     5      2         2.04         -3.32          1.68          0.00 
     5      1        -2.04          1.25         -0.92         -0.44 



TELAIO N. 10 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 10 - modo n.4

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 10 - modo n.5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.080           -0.036
    6            -0.044           -0.050
    5             0.006           -0.038
    4             0.044           -0.006
    3             0.050            0.023
    2             0.027            0.027
    1             0.000            0.000



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   23         7       -0.005       0.009         6       -0.005       0.012   
              5       -0.004       0.013         4       -0.003       0.006   
              3       -0.002      -0.002         2       -0.001      -0.007   
              1        0.000      -0.003   

   17         7        0.003       0.008         6        0.003       0.012   
              5        0.003       0.013         4        0.002       0.005   
              3        0.001      -0.002         2        0.001      -0.007   
              1        0.000      -0.003   

   11         7       -0.002       0.003         6       -0.002       0.005   
              5       -0.002       0.005         4       -0.002       0.002   
              3       -0.001       0.000         2        0.000      -0.001   
              1        0.000      -0.001   

    5         7        0.004       0.009         6        0.004       0.012   
              5        0.003       0.013         4        0.003       0.006   
              3        0.002      -0.002         2        0.001      -0.008   
              1        0.000      -0.003   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 23 - 17    7        -0.76          0.73          0.28          0.28 
 23 - 17    6        -1.98          1.96          0.74          0.74 
 23 - 17    5        -2.23          2.20          0.84          0.84 
 23 - 17    4        -1.38          1.36          0.52          0.52 
 23 - 17    3         0.88         -0.88         -0.33         -0.33 
 23 - 17    2         2.24         -2.22         -0.84         -0.84 
 23 - 17    1         1.03         -1.02         -0.39         -0.39 

 17 - 11    7        -0.31          0.25          0.12          0.12 
 17 - 11    6        -0.44          0.35          0.17          0.17 
 17 - 11    5        -0.46          0.36          0.17          0.17 
 17 - 11    4        -0.21          0.16          0.08          0.08 
 17 - 11    3         0.04         -0.01         -0.01         -0.01 
 17 - 11    2         0.20         -0.12         -0.07         -0.07 
 17 - 11    1         0.10         -0.06         -0.03         -0.03 

 11 -  5    7        -0.44          0.66          0.22          0.22 
 11 -  5    6        -1.27          1.75          0.61          0.61 
 11 -  5    5        -1.38          1.95          0.67          0.67 
 11 -  5    4        -0.75          1.19          0.39          0.39 
 11 -  5    3         0.48         -0.73         -0.24         -0.24 
 11 -  5    2         1.17         -1.87         -0.62         -0.62 
 11 -  5    1         0.59         -0.87         -0.30         -0.30 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    23      7        -0.76          0.20         -0.30         -0.28 
    23      6        -1.78          1.57         -1.05         -1.02 
    23      5        -0.66          1.92         -0.81         -1.86 
    23      4         0.54          0.78         -0.08         -2.38 
    23      3         1.67         -0.85          0.79         -2.04 
    23      2         1.39         -2.04          1.07         -1.20 
    23      1        -1.01          0.52         -0.43         -0.81 

    17      7        -1.04          0.42         -0.46          0.16 
    17      6        -1.98          1.80         -1.18          0.74 
    17      5        -0.86          2.07         -0.92          1.40 
    17      4         0.49          0.80         -0.10          1.84 
    17      3         1.72         -0.94          0.83          1.52 
    17      2         1.48         -2.11          1.12          0.74 
    17      1        -0.99          0.51         -0.42          0.39 

    11      7        -0.69          0.62         -0.41         -0.10 
    11      6        -1.00          1.00         -0.62         -0.55 
    11      5        -0.74          0.84         -0.49         -1.04 
    11      4        -0.07          0.13         -0.06         -1.36 
    11      3         0.62         -0.59          0.38         -1.12 
    11      2         0.70         -0.71          0.44         -0.58 
    11      1        -0.05          0.03         -0.02         -0.31 

     5      7        -0.66          0.09         -0.24          0.22 
     5      6        -1.66          1.44         -0.97          0.83 
     5      5        -0.52          1.79         -0.72          1.51 
     5      4         0.60          0.80         -0.06          1.90 
     5      3         1.53         -0.66          0.69          1.65 
     5      2         1.21         -1.92          0.98          1.04 
     5      1        -1.05          0.54         -0.44          0.74 



TELAIO N. 10 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 10 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 10 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.935           -0.116
    6             0.870           -0.154
    5             0.749           -0.178
    4             0.590            0.197
    3             0.398            0.224
    2             0.175            0.175
    1            -0.003           -0.003



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   23         7       -0.032       0.030         6       -0.032       0.036   
              5       -0.031       0.047         4       -0.029      -0.046   
              3       -0.025      -0.053         2        0.019      -0.054   
              1        0.011      -0.021   

   17         7        0.024       0.027         6        0.024       0.035   
              5        0.024       0.045         4        0.023      -0.045   
              3       -0.020      -0.052         2       -0.015      -0.052   
              1       -0.008      -0.020   

   11         7       -0.017       0.011         6       -0.017       0.017   
              5       -0.017       0.021         4       -0.016      -0.016   
              3        0.014      -0.017         2        0.011      -0.014   
              1        0.006      -0.008   

    5         7        0.025       0.031         6        0.025       0.036   
              5        0.025       0.048         4        0.023      -0.048   
              3        0.020      -0.055         2       -0.015      -0.056   
              1       -0.008      -0.021   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 23 - 17    7        -2.61          2.53          0.97          0.97 
 23 - 17    6        -5.26          5.19          1.97          1.97 
 23 - 17    5        -7.00          6.88          2.62          2.62 
 23 - 17    4        11.00        -10.85         -4.12         -4.12 
 23 - 17    3        13.64        -13.45         -5.11         -5.11 
 23 - 17    2        14.41        -14.22         -5.40         -5.40 
 23 - 17    1         5.32         -5.25         -1.99         -1.99 

 17 - 11    7        -1.18          0.97          0.46          0.46 
 17 - 11    6        -1.53          1.29          0.60          0.60 
 17 - 11    5        -1.89          1.55          0.73          0.73 
 17 - 11    4         1.81         -1.42         -0.69         -0.69 
 17 - 11    3         1.97         -1.49         -0.74         -0.74 
 17 - 11    2         1.86         -1.35         -0.68         -0.68 
 17 - 11    1         0.79         -0.62         -0.30         -0.30 

 11 -  5    7        -1.45          2.26          0.75          0.75 
 11 -  5    6        -3.40          4.73          1.64          1.64 
 11 -  5    5        -4.42          6.28          2.16          2.16 
 11 -  5    4         6.16         -9.60         -3.19         -3.19 
 11 -  5    3         7.60        -11.75         -3.91         -3.91 
 11 -  5    2         7.71        -12.29         -4.04         -4.04 
 11 -  5    1         3.13         -4.62         -1.56         -1.56 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    23      7        -2.61          3.25         -1.73         -0.97 
    23      6         4.85          3.32         -2.39         -2.87 
    23      5         4.87          5.14         -3.02         -5.17 
    23      4         6.88         -5.59          3.83         -8.67 
    23      3         8.59         -8.40          5.29        -12.95 
    23      2         6.21        -11.67          5.58         17.61 
    23      1        -6.36          3.23         -2.66         19.35 

    17      7        -3.56          3.54         -2.11          0.67 
    17      6         5.51          3.98         -2.84          1.98 
    17      5         5.77          5.93         -3.57          3.51 
    17      4         7.68         -6.44          4.36          6.28 
    17      3         9.49         -9.33          5.86          9.90 
    17      2         6.93        -12.19          5.97        -14.00 
    17      1        -6.17          3.14         -2.58        -15.50 

    11      7        -2.26          2.11         -1.36         -0.47 
    11      6        -2.79          2.70         -1.72         -1.45 
    11      5        -3.40          3.54         -2.17         -2.59 
    11      4         4.19         -4.15          2.61         -4.58 
    11      3         5.02         -5.09          3.16         -7.19 
    11      2         3.98         -4.18          2.55         10.10 
    11      1        -0.44          0.23         -0.19         11.22 

     5      7        -2.26          3.01         -1.53          0.75 
     5      6         4.64          3.04         -2.22          2.34 
     5      5         4.44          4.56         -2.69          4.25 
     5      4         6.11         -4.78          3.32          6.97 
     5      3         7.55         -7.24          4.60         10.24 
     5      2         5.27        -11.09          5.10        -13.71 
     5      1        -6.48          3.29         -2.71        -15.08 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    7            0.00



TELAIO N. 11 - modo n.1

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 11 - modo n.2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.393           -0.071
    6             0.464            0.006
    5             0.457            0.065
    4             0.392            0.110
    3             0.283            0.151
    2             0.132            0.136
    1            -0.004           -0.004



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   24         7        0.004       0.022         6        0.004       0.010   
              5        0.004      -0.011         4        0.005      -0.023   
              3        0.004      -0.034         2        0.003      -0.045   
              1        0.000       0.001   

   18         7        0.000       0.004         6       -0.001       0.002   
              5       -0.001      -0.003         4       -0.001      -0.004   
              3       -0.001      -0.006         2       -0.001      -0.005   
              1        0.001      -0.001   

   12         7        0.001       0.004         6        0.001       0.002   
              5        0.001      -0.003         4        0.002      -0.004   
              3        0.002      -0.006         2        0.001      -0.005   
              1       -0.001       0.000   

    6         7       -0.004       0.022         6       -0.004       0.010   
              5       -0.005      -0.011         4       -0.005      -0.023   
              3       -0.005      -0.033         2       -0.003      -0.045   
              1        0.000       0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 24 - 18    7        -1.91          1.23          0.59          0.59 
 24 - 18    6        -1.59          1.11          0.51          0.51 
 24 - 18    5         1.46         -0.91         -0.45         -0.45 
 24 - 18    4         4.70         -2.77         -1.41         -1.41 
 24 - 18    3         7.13         -4.32         -2.16         -2.16 
 24 - 18    2         9.56         -5.52         -2.85         -2.85 
 24 - 18    1       -26.05         -1.53          4.63          4.63 

 18 - 12    7        -0.48          0.46          0.20          0.20 
 18 - 12    6        -0.42          0.40          0.18          0.18 
 18 - 12    5         0.75         -0.75         -0.32         -0.32 
 18 - 12    4         1.55         -1.53         -0.66         -0.66 
 18 - 12    3         2.23         -2.19         -0.94         -0.94 
 18 - 12    2         1.94         -1.88         -0.81         -0.81 
 18 - 12    1         2.10         -1.91         -0.85         -0.85 

 12 -  6    7        -1.29          2.03          0.67          0.67 
 12 -  6    6        -1.18          1.71          0.58          0.58 
 12 -  6    5         0.92         -1.50         -0.49         -0.49 
 12 -  6    4         2.82         -4.88         -1.56         -1.56 
 12 -  6    3         4.43         -7.45         -2.40         -2.40 
 12 -  6    2         5.67         -9.99         -3.16         -3.16 
 12 -  6    1         1.74         26.49          5.00          5.00 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    24      7        -1.91          4.03         -1.86         -0.59 
    24      6         2.44          1.16          0.40         -1.10 
    24      5         2.62         -0.70          1.04         -0.66 
    24      4         4.00         -2.18          1.93          0.75 
    24      3         4.95         -2.99          2.48          2.91 
    24      2         6.57        -14.43          6.56          5.76 
    24      1       -40.49        137.32        -49.39          1.13 

    18      7        -1.72          1.77         -1.09          0.39 
    18      6         0.24         -0.07          0.10          0.73 
    18      5         1.59         -1.56          0.98          0.60 
    18      4         2.76         -2.70          1.71         -0.16 
    18      3         3.85         -3.86          2.41         -1.38 
    18      2         3.60         -3.76          2.30         -3.41 
    18      1        -0.13          0.11         -0.07          2.07 

    12      7        -1.76          1.81         -1.11         -0.47 
    12      6         0.22         -0.07          0.09         -0.88 
    12      5         1.60         -1.57          0.99         -0.71 
    12      4         2.78         -2.72          1.72          0.19 
    12      3         3.89         -3.91          2.44          1.65 
    12      2         3.64         -3.77          2.32          4.00 
    12      1        -0.13          0.11         -0.07         -1.85 

     6      7        -2.03          4.12         -1.92          0.67 
     6      6         2.40          1.17          0.39          1.26 
     6      5         2.67         -0.77          1.07          0.77 
     6      4         4.11         -2.31          2.01         -0.79 
     6      3         5.14         -3.24          2.62         -3.19 
     6      2         6.75        -14.51          6.64         -6.35 
     6      1       -41.00        115.88        -43.58         -1.35 



TELAIO N. 11 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 11 - modo n.4

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 11 - modo n.5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.146           -0.069
    6            -0.077           -0.095
    5             0.018           -0.070
    4             0.088           -0.010
    3             0.098            0.045
    2             0.053            0.053
    1             0.000            0.000



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   24         7       -0.006       0.017         6       -0.005       0.023   
              5       -0.005       0.025         4       -0.004       0.011   
              3       -0.002      -0.005         2       -0.001      -0.016   
              1        0.000       0.000   

   18         7        0.002       0.005         6        0.002       0.006   
              5        0.001       0.006         4        0.001       0.002   
              3        0.000      -0.001         2        0.000      -0.002   
              1        0.000       0.000   

   12         7       -0.002       0.005         6       -0.002       0.006   
              5       -0.002       0.006         4       -0.001       0.002   
              3       -0.001      -0.001         2        0.000      -0.001   
              1        0.000       0.000   

    6         7        0.006       0.017         6        0.006       0.023   
              5        0.005       0.025         4        0.004       0.011   
              3        0.002      -0.005         2        0.001      -0.016   
              1        0.000       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 24 - 18    7        -1.28          0.83          0.40          0.40 
 24 - 18    6        -3.14          2.06          0.98          0.98 
 24 - 18    5        -3.41          2.21          1.06          1.06 
 24 - 18    4        -2.07          1.17          0.61          0.61 
 24 - 18    3         1.22         -0.79         -0.38         -0.38 
 24 - 18    2         3.58         -2.07         -1.07         -1.07 
 24 - 18    1         0.01         -0.90         -0.17         -0.17 

 18 - 12    7        -0.69          0.69          0.29          0.29 
 18 - 12    6        -1.55          1.54          0.66          0.66 
 18 - 12    5        -1.53          1.51          0.65          0.65 
 18 - 12    4        -0.76          0.76          0.32          0.32 
 18 - 12    3         0.14         -0.13         -0.06         -0.06 
 18 - 12    2         0.55         -0.51         -0.23         -0.23 
 18 - 12    1         0.59         -0.44         -0.22         -0.22 

 12 -  6    7        -0.84          1.32          0.44          0.44 
 12 -  6    6        -2.11          3.26          1.09          1.09 
 12 -  6    5        -2.27          3.56          1.18          1.18 
 12 -  6    4        -1.17          2.14          0.67          0.67 
 12 -  6    3         0.84         -1.31         -0.43         -0.43 
 12 -  6    2         2.15         -3.76         -1.19         -1.19 
 12 -  6    1         1.06         -0.35         -0.28         -0.28 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    24      7        -1.28          0.22         -0.47         -0.40 
    24      6        -2.92          2.59         -1.72         -1.38 
    24      5        -0.82          3.27         -1.28         -2.44 
    24      4         1.20          1.42         -0.07         -3.05 
    24      3         2.64         -0.69          1.04         -2.67 
    24      2         2.89         -5.68          2.68         -1.61 
    24      1        -5.66          8.41         -3.91         -1.43 

    18      7        -1.51          1.46         -0.93          0.10 
    18      6        -2.16          2.16         -1.35          0.43 
    18      5        -1.58          1.73         -1.04          0.84 
    18      4        -0.20          0.27         -0.15          1.13 
    18      3         1.21         -1.17          0.74          0.81 
    18      2         1.45         -1.50          0.92         -0.03 
    18      1        -0.01          0.01          0.00          0.02 

    12      7        -1.52          1.47         -0.94         -0.14 
    12      6        -2.17          2.18         -1.36         -0.57 
    12      5        -1.60          1.74         -1.04         -1.10 
    12      4        -0.19          0.26         -0.14         -1.45 
    12      3         1.22         -1.20          0.76         -1.07 
    12      2         1.46         -1.51          0.93         -0.10 
    12      1        -0.01          0.01          0.00         -0.04 

     6      7        -1.32          0.28         -0.50          0.44 
     6      6        -2.99          2.67         -1.77          1.52 
     6      5        -0.89          3.32         -1.32          2.70 
     6      4         1.19          1.41         -0.07          3.37 
     6      3         2.71         -0.79          1.09          2.94 
     6      2         2.97         -5.72          2.71          1.74 
     6      1        -5.37          7.23         -3.50          1.46 



TELAIO N. 11 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 11 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 11 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             1.416           -0.168
    6             1.325            0.230
    5             1.145            0.269
    4             0.905            0.299
    3             0.613            0.344
    2             0.271            0.272
    1            -0.003           -0.003



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   24         7        0.025       0.044         6        0.025       0.054   
              5        0.024      -0.072         4        0.021      -0.073   
              3        0.017      -0.083         2        0.010      -0.094   
              1        0.001       0.001   

   18         7       -0.008       0.011         6       -0.008       0.015   
              5       -0.008      -0.020         4       -0.008      -0.012   
              3       -0.006      -0.014         2       -0.004      -0.012   
              1        0.001       0.000   

   12         7        0.010       0.011         6        0.010       0.015   
              5        0.010      -0.019         4        0.010      -0.012   
              3        0.008      -0.014         2        0.005      -0.011   
              1       -0.001       0.000   

    6         7       -0.027       0.044         6       -0.027       0.053   
              5       -0.026      -0.072         4       -0.023      -0.072   
              3       -0.019      -0.083         2       -0.011      -0.093   
              1       -0.001       0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 24 - 18    7        -3.23          2.02          0.99          0.99 
 24 - 18    6        -6.87          4.41          2.13          2.13 
 24 - 18    5         9.37         -6.02         -2.90         -2.90 
 24 - 18    4        14.44         -8.27         -4.29         -4.29 
 24 - 18    3        17.19        -10.14         -5.16         -5.16 
 24 - 18    2        19.68        -11.28         -5.84         -5.84 
 24 - 18    1       -20.43         -6.43          3.97          3.97 

 18 - 12    7        -1.83          1.84          0.78          0.78 
 18 - 12    6        -4.09          4.09          1.74          1.74 
 18 - 12    5         5.06         -5.03         -2.15         -2.15 
 18 - 12    4         5.48         -5.46         -2.33         -2.33 
 18 - 12    3         5.92         -5.85         -2.51         -2.51 
 18 - 12    2         4.68         -4.57         -1.97         -1.97 
 18 - 12    1        12.93        -14.79         -5.90         -5.90 

 12 -  6    7        -2.05          3.33          1.09          1.09 
 12 -  6    6        -4.45          7.07          2.33          2.33 
 12 -  6    5         6.09         -9.69         -3.19         -3.19 
 12 -  6    4         8.34        -14.92         -4.70         -4.70 
 12 -  6    3        10.33        -17.87         -5.70         -5.70 
 12 -  6    2        11.54        -20.52         -6.48         -6.48 
 12 -  6    1         8.32         21.23          4.73          4.73 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    24      7        -3.23          4.19         -2.08         -0.99 
    24      6         7.18          4.39          3.34         -3.06 
    24      5         6.72         -6.80          4.03         -5.69 
    24      4         9.32         -7.40          5.09          9.45 
    24      3        10.62         -8.68          5.98         13.86 
    24      2        11.37        -27.22         12.05         18.96 
    24      1       -41.46        107.31        -39.69         16.75 

    18      7        -3.73          3.63         -2.30          0.47 
    18      6         5.16         -5.03          3.18          1.03 
    18      5         6.24         -6.46          3.97          1.46 
    18      4         7.50         -7.43          4.67         -2.73 
    18      3         8.74         -8.81          5.48         -4.86 
    18      2         7.16         -7.53          4.59         -8.38 
    18      1        -0.10          0.09         -0.05          1.68 

    12      7        -3.74          3.65         -2.31         -0.56 
    12      6         5.17         -5.05          3.20         -1.29 
    12      5         6.26         -6.49          3.98         -1.95 
    12      4         7.53         -7.48          4.69          3.59 
    12      3         8.81         -8.89          5.53          6.16 
    12      2         7.22         -7.55          4.62         10.21 
    12      1        -0.10          0.09         -0.05         -1.91 

     6      7        -3.33          4.30         -2.16          1.09 
     6      6         7.27          4.52          3.42          3.34 
     6      5         6.89         -7.00          4.15          6.22 
     6      4         9.58         -7.67          5.27        -10.31 
     6      3        11.01         -9.15          6.25        -15.16 
     6      2        11.73        -27.38         12.21        -20.81 
     6      1       -43.31         90.85        -35.66        -17.56 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    7            0.00
    2            0.00
    1            0.00


Il calcolo e' stato eseguito :
- trascurando l'interazione tra aste di telai distinti che incidono
  in uno stesso punto nodale
- tenendo conto della deformazione estensionale delle aste
- trascurando la deformazione a taglio delle aste

Attenzione:
- l'effettivo sforzo normale in ciascun pilastro dello schema spaziale
  deve essere valutato  come somma  degli sforzi normali dei telai cui
  esso appartiene





SCHEMA DI CARICO N. 4      direzione y (analisi modale)

ANALISI MODALE


MASSE DISPOSTE SUGLI IMPLACATI

Impalcato   Xm (m)     Ym (m)      massa (t)     rho (m)

     7      11.56       7.65        329.820        8.30
     6      11.02       7.05        327.410        8.02
     5      11.02       7.05        327.410        8.02
     4      11.02       7.05        336.350        8.02
     3      11.02       7.05        336.350        8.02
     2      11.12       7.09        326.500        7.86
     1      11.12       7.09        326.500        7.86


Angolo sisma = 90 gradi



SPETTRO DI PROGETTO PER SLU, DM 2008

ag = 0.200 g           q = 3.90
suolo = "B"    categoria topografica = "T1"
Fo = 2.482         TC* = 0.361
dati derivati:
s = 1.200         
TB = 0.16 s       TC = 0.49 s       TD = 2.40 s



ANALISI MODALE - modo1

T = 0.7140 s          omega2 =   77.4470         p =  39.8396
Massa modale =   68.6997 %

ordinata spettrale  beta = 0.1042       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7            0.005413      0.026206      0.000558
    6            0.004729      0.023649      0.000481
    5            0.003845      0.019768      0.000387
    4            0.002833      0.015028      0.000282
    3            0.001766      0.009834      0.000173
    2            0.000702      0.004287      0.000067
    1            0.000008      0.000074      0.000001



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65       15.36     438.43      516.07
     6      11.02       7.05       17.79     385.88      412.69
     5      11.02       7.05       14.85     320.34      332.05
     4      11.02       7.05       11.55     248.32      248.42
     3      11.02       7.05        7.47     160.75      152.39
     2      11.12       7.09        3.04      66.84       54.79
     1      11.12       7.09        0.02       1.12        0.81


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7          2.845       13.774        0.293
    6          2.485       12.429        0.253
    5          2.021       10.390        0.204
    4          1.489        7.899        0.148
    3          0.928        5.169        0.091
    2          0.369        2.253        0.035
    1          0.004        0.039        0.001



ANALISI MODALE - modo2

T = 0.6877 s          omega2 =   83.4746         p =  -2.0329
Massa modale =    0.1789 %

ordinata spettrale  beta = 0.1081       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7            0.034477     -0.004041      0.000215
    6            0.030823     -0.003851      0.000213
    5            0.025547     -0.003347      0.000190
    4            0.019240     -0.002628      0.000152
    3            0.012430     -0.001769      0.000104
    2            0.005320     -0.000789      0.000047
    1            0.000054     -0.000001      0.000000



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65      -23.35       1.10      -10.55
     6      11.02       7.05      -20.70       1.06       -9.68
     5      11.02       7.05      -17.09       0.89       -8.63
     4      11.02       7.05      -13.18       0.69       -7.09
     3      11.02       7.05       -8.48       0.45       -4.85
     2      11.12       7.09       -3.51       0.19       -2.04
     1      11.12       7.09       -0.04       0.00        0.01


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7         -0.891        0.104       -0.006
    6         -0.796        0.099       -0.006
    5         -0.660        0.086       -0.005
    4         -0.497        0.068       -0.004
    3         -0.321        0.046       -0.003
    2         -0.137        0.020       -0.001
    1         -0.001        0.000        0.000



ANALISI MODALE - modo3

T = 0.5809 s          omega2 =  117.0008         p =  -5.6032
Massa modale =    1.3589 %

ordinata spettrale  beta = 0.1280       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7            0.026688     -0.048923      0.004016
    6            0.024030     -0.043852      0.003575
    5            0.020024     -0.036419      0.002952
    4            0.015129     -0.027460      0.002212
    3            0.009762     -0.017722      0.001416
    2            0.004078     -0.007449      0.000588
    1            0.000034     -0.000084      0.000006



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65        9.36       5.80     -642.09
     6      11.02       7.05        2.71      10.25     -529.83
     5      11.02       7.05        1.81       8.96     -437.42
     4      11.02       7.05        1.10       7.30     -336.75
     3      11.02       7.05        0.53       5.00     -215.62
     2      11.12       7.09        0.21       2.09      -83.44
     1      11.12       7.09        0.03       0.03       -0.91


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7         -1.605        2.942       -0.242
    6         -1.445        2.637       -0.215
    5         -1.204        2.190       -0.178
    4         -0.910        1.651       -0.133
    3         -0.587        1.066       -0.085
    2         -0.245        0.448       -0.035
    1         -0.002        0.005        0.000



ANALISI MODALE - modo4

T = 0.2406 s          omega2 =  681.8070         p =  14.9918
Massa modale =    9.7281 %

ordinata spettrale  beta = 0.1527       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7           -0.002941     -0.028038     -0.000218
    6           -0.000083     -0.009806      0.000054
    5            0.002495      0.010682      0.000275
    4            0.003833      0.024006      0.000373
    3            0.003425      0.024162      0.000317
    2            0.001643      0.012959      0.000145
    1            0.000023      0.000209      0.000003



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65       -9.46    -226.36     -111.04
     6      11.02       7.05       -3.39     -67.77       25.40
     5      11.02       7.05        4.10     100.83      129.99
     4      11.02       7.05        9.06     212.47      181.48
     3      11.02       7.05        8.98     208.98      154.19
     2      11.12       7.09        4.51     106.86       65.65
     1      11.12       7.09        0.03       1.74        1.19


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7         -0.097       -0.924       -0.007
    6         -0.003       -0.323        0.002
    5          0.082        0.352        0.009
    4          0.126        0.791        0.012
    3          0.113        0.796        0.010
    2          0.054        0.427        0.005
    1          0.001        0.007        0.000



ANALISI MODALE - modo5

T = 0.2278 s          omega2 =  760.9162         p =   0.7663
Massa modale =    0.0254 %

ordinata spettrale  beta = 0.1527       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7            0.034381     -0.008231      0.000586
    6            0.011231     -0.003895      0.000289
    5           -0.014415      0.001749     -0.000105
    4           -0.030867      0.005786     -0.000390
    3           -0.030745      0.006205     -0.000424
    2           -0.016315      0.003380     -0.000230
    1           -0.000158      0.000017      0.000000



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65       11.32      -0.55       15.28
     6      11.02       7.05        3.46      -0.27        6.98
     5      11.02       7.05       -5.14       0.22       -2.54
     4      11.02       7.05      -10.86       0.57       -9.69
     3      11.02       7.05      -10.72       0.59      -10.52
     2      11.12       7.09       -5.50       0.31       -5.34
     1      11.12       7.09       -0.06       0.00       -0.01


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7          0.052       -0.012        0.001
    6          0.017       -0.006        0.000
    5         -0.022        0.003        0.000
    4         -0.047        0.009       -0.001
    3         -0.046        0.009       -0.001
    2         -0.025        0.005        0.000
    1          0.000        0.000        0.000



ANALISI MODALE - modo6

T = 0.1953 s          omega2 = 1035.3564         p =  -1.2362
Massa modale =    0.0661 %

ordinata spettrale  beta = 0.1527       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7           -0.022819      0.043454     -0.003646
    6           -0.007039      0.012784     -0.000956
    5            0.010375     -0.020557      0.001852
    4            0.021366     -0.041446      0.003545
    3            0.020811     -0.040347      0.003388
    2            0.010535     -0.020645      0.001708
    1            0.000079     -0.000192      0.000016



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65       -3.10      -0.80      153.46
     6      11.02       7.05        0.18      -1.36       37.29
     5      11.02       7.05        1.63       0.09      -72.26
     4      11.02       7.05        2.26       1.49     -142.04
     3      11.02       7.05        1.92       1.88     -135.76
     2      11.12       7.09        0.95       1.00      -63.83
     1      11.12       7.09        0.02       0.01       -0.61


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7          0.041       -0.078        0.007
    6          0.013       -0.023        0.002
    5         -0.019        0.037       -0.003
    4         -0.038        0.074       -0.006
    3         -0.037        0.072       -0.006
    2         -0.019        0.037       -0.003
    1          0.000        0.000        0.000



ANALISI MODALE - modo7

T = 0.1322 s          omega2 = 2257.6047         p =  -8.8784
Massa modale =    3.4119 %

ordinata spettrale  beta = 0.1689       

impalcato                deformata modale
                   Vx            Vy          rotaz.

    7            0.000250     -0.026102      0.000117
    6            0.001803      0.014444      0.000193
    5            0.001247      0.028405      0.000079
    4           -0.000679      0.004450     -0.000106
    3           -0.001907     -0.024378     -0.000189
    2           -0.001271     -0.022608     -0.000110
    1           -0.000030     -0.000426     -0.000004



CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65        3.15     120.06      -39.23
     6      11.02       7.05       -2.15     -79.79      -59.64
     5      11.02       7.05       -3.32    -141.00      -24.48
     4      11.02       7.05       -0.33     -16.26       33.60
     3      11.02       7.05        2.86     130.90       60.05
     2      11.12       7.09        2.36     114.45       32.62
     1      11.12       7.09        0.02       2.24        1.07


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7         -0.002        0.170       -0.001
    6         -0.012       -0.094       -0.001
    5         -0.008       -0.185       -0.001
    4          0.004       -0.029        0.001
    3          0.012        0.159        0.001
    2          0.008        0.147        0.001
    1          0.000        0.003        0.000

Sovrapposizione modale effettuata col metodo CQC

smorzamento  =   5.00 %
omega =          8.80   9.14  10.82  26.11  27.58  32.18  47.51
coefficienti =  1.000  0.877  0.189  0.007  0.006  0.004  0.002
                0.877  1.000  0.258  0.007  0.006  0.005  0.002
                0.189  0.258  1.000  0.011  0.009  0.007  0.003
                0.007  0.007  0.011  1.000  0.768  0.185  0.025
                0.006  0.006  0.009  0.768  1.000  0.295  0.031
                0.004  0.005  0.007  0.185  0.295  1.000  0.060
                0.002  0.002  0.003  0.025  0.031  0.060  1.000



TELAIO N. 1 - modo n.1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             2.742            0.345
    6             2.397            0.447
    5             1.950            0.513
    4             1.437            0.541
    3             0.896            0.540
    2             0.357            0.352
    1             0.004            0.004



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7        0.093      -0.049         6        0.091      -0.058   
              5        0.086      -0.066         4        0.076      -0.050   
              3        0.059      -0.048         2        0.035      -0.035   
              1        0.005      -0.001   

   20         7        0.000      -0.075         6        0.000      -0.091   
              5        0.000      -0.113         4        0.001      -0.102   
              3        0.001      -0.106         2        0.001      -0.093   
              1        0.001      -0.002   

   21         7       -0.067      -0.077         6       -0.067      -0.101   
              5       -0.064      -0.126         4       -0.057      -0.123   
              3       -0.045      -0.129         2       -0.026      -0.117   
              1       -0.002      -0.001   

   22         7        0.032      -0.079         6        0.031      -0.104   
              5        0.030      -0.130         4        0.027      -0.131   
              3        0.021      -0.137         2        0.012      -0.127   
              1        0.001      -0.001   

   23         7       -0.001      -0.026         6       -0.001      -0.031   
              5       -0.001      -0.036         4       -0.002      -0.020   
              3       -0.002      -0.019         2       -0.001      -0.011   
              1       -0.001      -0.001   

   24         7       -0.057      -0.054         6       -0.056      -0.066   
              5       -0.052      -0.079         4       -0.046      -0.069   
              3       -0.036      -0.070         2       -0.022      -0.060   
              1       -0.005      -0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 20    7         5.20         -6.59         -3.23         -3.23 
 19 - 20    6        12.27        -15.32         -7.56         -7.56 
 19 - 20    5        16.33        -20.73        -10.15        -10.15 
 19 - 20    4        20.83        -28.41        -13.49        -13.49 
 19 - 20    3        22.80        -31.41        -14.85        -14.85 
 19 - 20    2        20.01        -28.46        -13.28        -13.28 
 19 - 20    1         9.27        -14.95         -6.64         -6.64 

 20 - 21    7         7.55         -7.64         -3.16         -3.16 
 20 - 21    6        17.08        -17.82         -7.27         -7.27 
 20 - 21    5        22.18        -23.07         -9.43         -9.43 
 20 - 21    4        32.65        -35.03        -14.10        -14.10 
 20 - 21    3        35.15        -37.68        -15.17        -15.17 
 20 - 21    2        32.10        -34.88        -13.95        -13.95 
 20 - 21    1        33.24        -25.87        -12.32        -12.32 

 21 - 22    7         4.01         -4.04         -1.68         -1.68 
 21 - 22    6         5.01         -5.05         -2.10         -2.10 
 21 - 22    5         6.00         -6.06         -2.51         -2.51 
 21 - 22    4         5.83         -5.94         -2.45         -2.45 
 21 - 22    3         5.92         -6.04         -2.49         -2.49 
 21 - 22    2         5.25         -5.38         -2.22         -2.22 
 21 - 22    1        75.73        -74.11        -31.22        -31.22 

 22 - 23    7         6.26         -4.25         -2.02         -2.02 
 22 - 23    6        14.46         -9.66         -4.64         -4.64 
 22 - 23    5        18.19        -11.99         -5.80         -5.80 
 22 - 23    4        27.48        -15.98         -8.36         -8.36 
 22 - 23    3        28.99        -16.70         -8.79         -8.79 
 22 - 23    2        26.72        -14.64         -7.95         -7.95 
 22 - 23    1        36.12        -41.66        -14.96        -14.96 

 23 - 24    7         3.21         -4.67         -2.10         -2.10 
 23 - 24    6         7.62        -10.76         -4.90         -4.90 
 23 - 24    5         9.93        -13.91         -6.36         -6.36 
 23 - 24    4        10.50        -17.51         -7.47         -7.47 
 23 - 24    3        11.44        -18.80         -8.06         -8.06 
 23 - 24    2         9.33        -16.35         -6.85         -6.85 
 23 - 24    1        16.84        -19.73         -9.75         -9.75 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7         5.20         -4.93          3.16          3.23 
    19      6         7.35         -7.09          4.51         10.79 
    19      5         9.24         -9.73          5.93         20.94 
    19      4        11.10        -11.18          6.96         34.43 
    19      3        11.62        -12.00          7.38         49.29 
    19      2         8.01         -9.07          5.34         62.57 
    19      1         0.20         -0.46          0.18         69.20 

    20      7        14.13        -11.43          7.99         -0.07 
    20      6        20.97        -17.15         11.91         -0.36 
    20      5        25.76        -27.73         16.72         -1.08 
    20      4        33.32        -32.57         20.59         -0.48 
    20      3        33.98        -36.27         21.95         -0.16 
    20      2        24.29        -39.65         19.98          0.52 
    20      1         8.54        -41.03         13.77          6.20 

    21      7        11.64         -7.52          5.99         -1.49 
    21      6        15.31        -11.13          8.26         -6.66 
    21      5        17.94        -18.47         11.38        -13.57 
    21      4        22.39        -21.40         13.68        -25.22 
    21      3        22.20        -24.12         14.47        -37.90 
    21      2        16.02        -35.64         16.14        -49.64 
    21      1        65.97       -116.58         50.71        -30.74 

    22      7        10.31         -6.04          5.11          0.34 
    22      6        13.48         -9.11          7.06          2.89 
    22      5        15.14        -15.09          9.45          6.18 
    22      4        18.34        -17.29         11.13         12.09 
    22      3        17.75        -19.39         11.61         18.38 
    22      2        12.71        -34.01         14.60         24.12 
    22      1        76.22       -121.71         54.98          7.86 

    23      7         7.46         -7.31          4.62          0.08 
    23      6         9.97         -9.83          6.19          0.34 
    23      5        12.09        -12.58          7.71          0.89 
    23      4        13.90        -13.95          8.70          0.00 
    23      3        14.20        -14.44          8.95         -0.72 
    23      2         9.53         -9.83          6.05         -1.82 
    23      1        48.67       -130.62         49.80         -7.03 

    24      7         4.67         -4.30          2.80         -2.10 
    24      6         6.46         -6.04          3.91         -7.00 
    24      5         7.87         -8.20          5.02        -13.36 
    24      4         9.31         -9.27          5.81        -20.83 
    24      3         9.53         -9.84          6.05        -28.89 
    24      2         6.51         -8.31          4.63        -35.74 
    24      1        11.43        -45.58         15.83        -45.49 



TELAIO N. 1 - modo n.2

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 1 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 1 - modo n.4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.094           -0.091
    6            -0.003           -0.082
    5             0.079           -0.043
    4             0.122            0.013
    3             0.109            0.057
    2             0.052            0.052
    1             0.001            0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7       -0.009       0.010         6       -0.008       0.011   
              5       -0.007       0.008         4       -0.005       0.002   
              3       -0.003      -0.002         2       -0.001      -0.003   
              1        0.000       0.000   

   20         7        0.001       0.019         6        0.001       0.020   
              5        0.001       0.015         4        0.000       0.003   
              3        0.000      -0.007         2        0.000      -0.011   
              1        0.000       0.000   

   21         7        0.006       0.021         6        0.005       0.023   
              5        0.005       0.017         4        0.003       0.003   
              3        0.002      -0.009         2        0.000      -0.015   
              1        0.000       0.000   

   22         7       -0.002       0.022         6       -0.002       0.024   
              5       -0.002       0.018         4       -0.001       0.004   
              3       -0.001      -0.009         2        0.000      -0.017   
              1        0.000       0.000   

   23         7        0.000       0.005         6        0.000       0.006   
              5        0.000       0.004         4        0.000       0.001   
              3        0.000       0.000         2        0.000      -0.001   
              1        0.000       0.000   

   24         7        0.005       0.013         6        0.005       0.014   
              5        0.004       0.010         4        0.003       0.002   
              3        0.001      -0.004         2        0.000      -0.007   
              1        0.000       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 20    7        -1.69          2.20          1.07          1.07 
 19 - 20    6        -3.16          4.01          1.97          1.97 
 19 - 20    5        -2.27          2.91          1.42          1.42 
 19 - 20    4        -0.42          0.55          0.27          0.27 
 19 - 20    3         1.79         -2.54         -1.19         -1.19 
 19 - 20    2         2.73         -3.97         -1.84         -1.84 
 19 - 20    1         1.57         -5.97         -2.07         -2.07 

 20 - 21    7        -2.33          2.40          0.99          0.99 
 20 - 21    6        -4.24          4.46          1.81          1.81 
 20 - 21    5        -3.11          3.25          1.32          1.32 
 20 - 21    4        -0.86          0.91          0.37          0.37 
 20 - 21    3         2.56         -2.79         -1.11         -1.11 
 20 - 21    2         4.31         -4.73         -1.88         -1.88 
 20 - 21    1         6.95         -7.76         -3.06         -3.06 

 21 - 22    7        -0.95          0.97          0.40          0.40 
 21 - 22    6        -1.02          1.03          0.43          0.43 
 21 - 22    5        -0.75          0.76          0.32          0.32 
 21 - 22    4        -0.18          0.18          0.08          0.08 
 21 - 22    3         0.35         -0.36         -0.15         -0.15 
 21 - 22    2         0.64         -0.66         -0.27         -0.27 
 21 - 22    1         7.98         -7.86         -3.30         -3.30 

 22 - 23    7        -1.84          1.18          0.58          0.58 
 22 - 23    6        -3.43          2.22          1.09          1.09 
 22 - 23    5        -2.51          1.62          0.79          0.79 
 22 - 23    4        -0.77          0.47          0.24          0.24 
 22 - 23    3         2.04         -1.10         -0.60         -0.60 
 22 - 23    2         3.54         -1.85         -1.04         -1.04 
 22 - 23    1         8.37         -8.37         -3.22         -3.22 

 23 - 24    7        -0.98          1.40          0.63          0.63 
 23 - 24    6        -1.86          2.61          1.19          1.19 
 23 - 24    5        -1.33          1.88          0.86          0.86 
 23 - 24    4        -0.19          0.40          0.16          0.16 
 23 - 24    3         0.88         -1.39         -0.60         -0.60 
 23 - 24    2         1.22         -2.16         -0.90         -0.90 
 23 - 24    1         7.01         -6.85         -3.70         -3.70 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7        -1.69          1.67         -1.05         -1.07 
    19      6        -1.49          1.57         -0.96         -3.03 
    19      5        -0.69          0.87         -0.49         -4.45 
    19      4         0.45         -0.34          0.25         -4.72 
    19      3         1.46         -1.41          0.90         -3.53 
    19      2         1.32         -1.41          0.85         -1.70 
    19      1         0.16         -0.14          0.08          0.37 

    20      7        -4.52          4.43         -2.80          0.08 
    20      6        -3.83          4.70         -2.66          0.23 
    20      5        -1.32          3.31         -1.45          0.33 
    20      4         1.90         -0.28          0.68          0.22 
    20      3         4.81         -3.99          2.75          0.15 
    20      2         4.29         -6.20          3.28          0.20 
    20      1         6.72         -9.80          4.59          1.20 

    21      7        -3.36          3.06         -2.00          0.59 
    21      6        -2.43          3.47         -1.84          1.97 
    21      5        -0.54          2.80         -1.04          2.98 
    21      4         1.71          0.34          0.43          3.27 
    21      3         3.47         -2.37          1.83          2.31 
    21      2         3.01         -5.55          2.67          0.69 
    21      1        10.19        -19.74          8.31          0.93 

    22      7        -2.81          2.52         -1.66         -0.18 
    22      6        -1.95          3.03         -1.56         -0.84 
    22      5        -0.24          2.60         -0.89         -1.32 
    22      4         1.65          0.56          0.34         -1.48 
    22      3         2.95         -1.72          1.46         -1.02 
    22      2         2.49         -5.29          2.43         -0.26 
    22      1        10.95        -20.11          8.63         -0.34 

    23      7        -2.16          2.15         -1.35         -0.05 
    23      6        -1.93          1.97         -1.22         -0.16 
    23      5        -0.97          1.07         -0.64         -0.22 
    23      4         0.41         -0.37          0.24         -0.14 
    23      3         1.61         -1.60          1.00         -0.14 
    23      2         1.47         -1.48          0.92         -0.28 
    23      1        13.90        -25.57         10.96          0.20 

    24      7        -1.40          1.38         -0.87          0.63 
    24      6        -1.22          1.34         -0.80          1.82 
    24      5        -0.55          0.79         -0.42          2.68 
    24      4         0.39         -0.20          0.18          2.84 
    24      3         1.19         -1.09          0.71          2.24 
    24      2         1.06         -1.27          0.73          1.34 
    24      1         5.58         -9.77          4.26         -2.36 



TELAIO N. 1 - modo n.5

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 1 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 1 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 1 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             2.341            0.294
    6             2.059            0.381
    5             1.686            0.438
    4             1.252            0.465
    3             0.790            0.473
    2             0.318            0.315
    1             0.003            0.003



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7        0.079      -0.042         6        0.077      -0.049   
              5        0.073      -0.056         4        0.064      -0.043   
              3        0.050      -0.041         2        0.030      -0.031   
              1        0.004      -0.001   

   20         7       -0.001      -0.064         6       -0.001      -0.077   
              5        0.000      -0.097         4        0.001      -0.087   
              3        0.001      -0.092         2        0.001      -0.082   
              1        0.001      -0.001   

   21         7       -0.057      -0.065         6       -0.057      -0.086   
              5       -0.054      -0.107         4       -0.049      -0.105   
              3       -0.038      -0.111         2       -0.023      -0.104   
              1       -0.002      -0.001   

   22         7        0.027      -0.068         6        0.027      -0.089   
              5        0.026      -0.111         4        0.023      -0.112   
              3        0.018      -0.119         2        0.011      -0.113   
              1        0.001      -0.001   

   23         7       -0.001      -0.022         6       -0.001      -0.026   
              5       -0.001      -0.030         4       -0.002      -0.017   
              3       -0.002      -0.016         2       -0.001      -0.009   
              1        0.000      -0.001   

   24         7       -0.048      -0.046         6       -0.047      -0.056   
              5       -0.044      -0.068         4       -0.039      -0.059   
              3       -0.030      -0.060         2       -0.019      -0.052   
              1       -0.004      -0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 20    7         4.48         -5.68         -2.79         -2.79 
 19 - 20    6        10.48        -13.09         -6.46         -6.46 
 19 - 20    5        13.94        -17.69         -8.67         -8.67 
 19 - 20    4        17.84        -24.34        -11.56        -11.56 
 19 - 20    3        19.81        -27.30        -12.91        -12.91 
 19 - 20    2        17.72        -25.24        -11.77        -11.77 
 19 - 20    1         8.26        -12.84         -5.73         -5.73 

 20 - 21    7         6.48         -6.56         -2.72         -2.72 
 20 - 21    6        14.56        -15.20         -6.20         -6.20 
 20 - 21    5        18.93        -19.69         -8.05         -8.05 
 20 - 21    4        27.94        -29.97        -12.06        -12.06 
 20 - 21    3        30.49        -32.70        -13.16        -13.16 
 20 - 21    2        28.43        -30.92        -12.36        -12.36 
 20 - 21    1        27.70        -21.40        -10.22        -10.22 

 21 - 22    7         3.40         -3.43         -1.42         -1.42 
 21 - 22    6         4.26         -4.29         -1.78         -1.78 
 21 - 22    5         5.11         -5.17         -2.14         -2.14 
 21 - 22    4         4.99         -5.08         -2.10         -2.10 
 21 - 22    3         5.12         -5.22         -2.16         -2.16 
 21 - 22    2         4.63         -4.75         -1.96         -1.96 
 21 - 22    1        63.08        -61.75        -26.01        -26.01 

 22 - 23    7         5.36         -3.63         -1.73         -1.73 
 22 - 23    6        12.32         -8.22         -3.95         -3.95 
 22 - 23    5        15.52        -10.22         -4.95         -4.95 
 22 - 23    4        23.51        -13.66         -7.15         -7.15 
 22 - 23    3        25.14        -14.47         -7.62         -7.62 
 22 - 23    2        23.65        -12.93         -7.04         -7.04 
 22 - 23    1        29.57        -34.02        -12.23        -12.23 

 23 - 24    7         2.76         -4.00         -1.80         -1.80 
 23 - 24    6         6.49         -9.17         -4.18         -4.18 
 23 - 24    5         8.47        -11.86         -5.42         -5.42 
 23 - 24    4         9.01        -15.00         -6.40         -6.40 
 23 - 24    3         9.95        -16.32         -7.01         -7.01 
 23 - 24    2         8.26        -14.47         -6.06         -6.06 
 23 - 24    1        13.96        -16.25         -8.05         -8.05 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7         4.48         -4.26          2.73          2.79 
    19      6         6.29         -6.07          3.86          9.23 
    19      5         7.91         -8.32          5.07         17.81 
    19      4         9.56         -9.61          5.99         29.22 
    19      3        10.22        -10.54          6.49         41.92 
    19      2         7.21         -8.13          4.80         53.45 
    19      1         0.19         -0.37          0.15         58.92 

    20      7        12.16        -10.05          6.93         -0.09 
    20      6        18.03        -14.77         10.24         -0.35 
    20      5        22.07        -23.72         14.30         -0.93 
    20      4        28.73        -27.89         17.69         -0.43 
    20      3        30.05        -31.75         19.31         -0.17 
    20      2        22.13        -35.65         18.05          0.51 
    20      1         9.11        -32.98         11.08          5.03 

    21      7         9.95         -6.71          5.18         -1.31 
    21      6        13.23         -9.64          7.12         -5.71 
    21      5        15.39        -15.82          9.74        -11.56 
    21      4        19.34        -18.25         11.73        -21.41 
    21      3        19.73        -21.04         12.73        -32.27 
    21      2        14.79        -32.07         14.63        -42.49 
    21      1        53.14        -94.67         41.05        -26.56 

    22      7         8.78         -5.44          4.41          0.32 
    22      6        11.68         -7.92          6.09          2.47 
    22      5        13.01        -12.94          8.08          5.26 
    22      4        15.87        -14.70          9.54         10.26 
    22      3        15.82        -16.88         10.20         15.66 
    22      2        11.86        -30.61         13.26         20.66 
    22      1        61.52        -98.87         44.54          6.71 

    23      7         6.38         -6.26          3.95          0.08 
    23      6         8.51         -8.39          5.28          0.31 
    23      5        10.33        -10.74          6.59          0.77 
    23      4        11.96        -11.99          7.48          0.12 
    23      3        12.46        -12.66          7.85         -0.63 
    23      2         8.55         -8.80          5.42         -1.60 
    23      1        39.36       -106.17         40.38         -6.09 

    24      7         4.00         -3.70          2.41         -1.80 
    24      6         5.53         -5.17          3.34         -5.97 
    24      5         6.73         -7.01          4.29        -11.36 
    24      4         8.02         -7.96          4.99        -17.68 
    24      3         8.39         -8.62          5.32        -24.58 
    24      2         5.88         -7.46          4.17        -30.51 
    24      1         9.56        -36.93         12.78        -37.98 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    1            0.00



TELAIO N. 2 - modo n.1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             1.188            0.132
    6             1.056            0.185
    5             0.871            0.220
    4             0.651            0.237
    3             0.414            0.244
    2             0.171            0.169
    1             0.001            0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   13         7        0.025      -0.025         6        0.025      -0.029   
              5        0.024      -0.035         4        0.021      -0.030   
              3        0.017      -0.031         2        0.010      -0.026   
              1        0.002      -0.006   

   14         7       -0.023      -0.015         6       -0.023      -0.023   
              5       -0.023      -0.028         4       -0.021      -0.025   
              3       -0.018      -0.025         2       -0.014      -0.020   
              1       -0.008      -0.009   

   15         7        0.037      -0.030         6        0.037      -0.041   
              5        0.036      -0.054         4        0.034      -0.055   
              3        0.029      -0.059         2        0.022      -0.053   
              1        0.012      -0.019   

   16         7       -0.015      -0.028         6       -0.015      -0.037   
              5       -0.015      -0.049         4       -0.014      -0.046   
              3       -0.012      -0.050         2       -0.010      -0.044   
              1       -0.005      -0.017   

   17         7        0.007      -0.009         6        0.008      -0.011   
              5        0.008      -0.012         4        0.008      -0.005   
              3        0.007      -0.004         2        0.005      -0.002   
              1        0.003      -0.002   

   18         7       -0.040      -0.034         6       -0.040      -0.043   
              5       -0.039      -0.057         4       -0.036      -0.058   
              3       -0.031      -0.063         2       -0.023      -0.056   
              1       -0.012      -0.020   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 13 - 14    7         1.38         -0.84         -0.61         -0.61 
 13 - 14    6         3.79         -3.29         -1.94         -1.94 
 13 - 14    5         5.57         -4.85         -2.85         -2.85 
 13 - 14    4         7.47         -6.67         -3.88         -3.88 
 13 - 14    3         8.44         -7.60         -4.40         -4.40 
 13 - 14    2         7.69         -6.87         -3.99         -3.99 
 13 - 14    1         1.95         -2.53         -1.23         -1.23 

 14 - 15    7         1.34         -1.54         -0.60         -0.60 
 14 - 15    6         1.71         -1.95         -0.76         -0.76 
 14 - 15    5         1.99         -2.35         -0.90         -0.90 
 14 - 15    4         1.89         -2.29         -0.87         -0.87 
 14 - 15    3         1.88         -2.34         -0.88         -0.88 
 14 - 15    2         1.57         -2.01         -0.74         -0.74 
 14 - 15    1         0.69         -0.82         -0.31         -0.31 

 15 - 16    7         2.28         -2.21         -0.93         -0.93 
 15 - 16    6         6.15         -5.83         -2.50         -2.50 
 15 - 16    5         8.93         -8.59         -3.65         -3.65 
 15 - 16    4        14.07        -13.10         -5.66         -5.66 
 15 - 16    3        15.93        -14.95         -6.43         -6.43 
 15 - 16    2        14.64        -13.72         -5.91         -5.91 
 15 - 16    1         4.99         -4.69         -2.02         -2.02 

 16 - 17    7         2.96         -2.23         -1.00         -1.00 
 16 - 17    6         6.38         -4.70         -2.13         -2.13 
 16 - 17    5         8.12         -5.68         -2.65         -2.65 
 16 - 17    4        11.38         -7.16         -3.57         -3.57 
 16 - 17    3        12.01         -7.25         -3.70         -3.70 
 16 - 17    2        10.36         -5.98         -3.14         -3.14 
 16 - 17    1         4.19         -2.72         -1.33         -1.33 

 17 - 18    7         0.72         -2.04         -0.74         -0.74 
 17 - 18    6         2.49         -5.42         -2.11         -2.11 
 17 - 18    5         4.06         -8.15         -3.25         -3.25 
 17 - 18    4         4.94        -12.59         -4.67         -4.67 
 17 - 18    3         5.95        -14.36         -5.41         -5.41 
 17 - 18    2         5.53        -13.31         -5.02         -5.02 
 17 - 18    1         1.87         -4.46         -1.69         -1.69 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    13      7         1.38         -1.28          0.83          0.61 
    13      6         2.51         -2.30          1.50          2.55 
    13      5         3.26         -3.42          2.09          5.40 
    13      4         4.06         -4.05          2.53          9.28 
    13      3         4.39         -4.54          2.79         13.67 
    13      2         3.16         -3.78          2.17         17.66 
    13      1        -1.83          0.81         -0.73         18.89 

    14      7         2.18         -1.92          1.28         -0.01 
    14      6         3.08         -2.94          1.88         -1.18 
    14      5         3.90         -3.99          2.47         -3.13 
    14      4         4.57         -4.57          2.86         -6.14 
    14      3         4.91         -5.06          3.12         -9.65 
    14      2         3.38         -3.71          2.21        -12.90 
    14      1        -0.49          0.23         -0.20        -13.81 

    15      7         3.82         -1.91          1.79          0.34 
    15      6         6.19         -4.00          3.19          2.07 
    15      5         7.28         -7.22          4.53          4.81 
    15      4         9.15         -8.44          5.49          9.60 
    15      3         9.83        -10.87          6.47         15.16 
    15      2         5.78        -11.41          5.37         20.32 
    15      1        -5.60          2.71         -2.31         22.02 

    16      7         5.17         -3.72          2.78          0.06 
    16      6         8.50         -6.36          4.64         -0.30 
    16      5        10.35        -10.95          6.65         -1.30 
    16      4        13.53        -12.83          8.24         -3.39 
    16      3        14.14        -15.09          9.13         -6.12 
    16      2         8.99        -13.69          7.09         -8.89 
    16      1        -4.81          2.31         -1.98         -9.58 

    17      7         2.94         -2.88          1.82         -0.26 
    17      6         4.31         -4.27          2.68         -0.29 
    17      5         5.47         -5.68          3.48          0.31 
    17      4         6.42         -6.45          4.02          1.42 
    17      3         6.74         -6.81          4.23          3.13 
    17      2         4.70         -4.70          2.94          5.01 
    17      1        -0.10          0.04         -0.04          5.37 

    18      7         2.04         -0.48          0.79         -0.74 
    18      6         4.93         -2.58          2.35         -2.84 
    18      5         5.57         -5.40          3.43         -6.10 
    18      4         7.19         -6.47          4.27        -10.77 
    18      3         7.89         -8.96          5.27        -16.19 
    18      2         4.35        -10.41          4.61        -21.21 
    18      1        -5.95          2.89         -2.45        -22.90 



TELAIO N. 2 - modo n.2

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 2 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 2 - modo n.4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.056           -0.044
    6            -0.013           -0.044
    5             0.031           -0.026
    4             0.057            0.003
    3             0.054            0.027
    2             0.027            0.027
    1             0.000            0.000



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   13         7       -0.003       0.006         6       -0.003       0.007   
              5       -0.003       0.005         4       -0.002       0.002   
              3       -0.001      -0.001         2        0.000      -0.003   
              1        0.000      -0.001   

   14         7        0.002       0.004         6        0.002       0.006   
              5        0.002       0.004         4        0.001       0.001   
              3        0.001      -0.001         2        0.000      -0.002   
              1        0.000      -0.001   

   15         7       -0.003       0.010         6       -0.003       0.012   
              5       -0.003       0.010         4       -0.002       0.003   
              3       -0.001      -0.004         2        0.000      -0.007   
              1        0.000      -0.003   

   16         7        0.001       0.010         6        0.001       0.010   
              5        0.001       0.009         4        0.001       0.002   
              3        0.000      -0.003         2        0.000      -0.006   
              1        0.000      -0.003   

   17         7       -0.001       0.002         6       -0.001       0.002   
              5       -0.001       0.002         4        0.000       0.000   
              3        0.000       0.000         2        0.000       0.000   
              1        0.000       0.000   

   18         7        0.004       0.011         6        0.004       0.012   
              5        0.003       0.010         4        0.002       0.003   
              3        0.001      -0.004         2        0.001      -0.008   
              1        0.000      -0.003   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 13 - 14    7        -0.66          0.54          0.33          0.33 
 13 - 14    6        -1.34          1.24          0.71          0.71 
 13 - 14    5        -1.08          0.97          0.56          0.56 
 13 - 14    4        -0.31          0.27          0.16          0.16 
 13 - 14    3         0.69         -0.66         -0.37         -0.37 
 13 - 14    2         1.17         -1.09         -0.62         -0.62 
 13 - 14    1         0.42         -0.50         -0.25         -0.25 

 14 - 15    7        -0.30          0.38          0.14          0.14 
 14 - 15    6        -0.36          0.44          0.17          0.17 
 14 - 15    5        -0.29          0.36          0.13          0.13 
 14 - 15    4        -0.10          0.12          0.05          0.05 
 14 - 15    3         0.06         -0.10         -0.03         -0.03 
 14 - 15    2         0.15         -0.22         -0.08         -0.08 
 14 - 15    1         0.08         -0.10         -0.04         -0.04 

 15 - 16    7        -1.11          1.08          0.46          0.46 
 15 - 16    6        -2.19          2.11          0.90          0.90 
 15 - 16    5        -1.79          1.73          0.73          0.73 
 15 - 16    4        -0.68          0.62          0.27          0.27 
 15 - 16    3         1.30         -1.24         -0.53         -0.53 
 15 - 16    2         2.29         -2.17         -0.93         -0.93 
 15 - 16    1         1.00         -0.96         -0.41         -0.41 

 16 - 17    7        -0.84          0.55          0.27          0.27 
 16 - 17    6        -1.60          1.05          0.51          0.51 
 16 - 17    5        -1.30          0.85          0.41          0.41 
 16 - 17    4        -0.56          0.37          0.18          0.18 
 16 - 17    3         0.63         -0.26         -0.17         -0.17 
 16 - 17    2         1.23         -0.57         -0.35         -0.35 
 16 - 17    1         0.58         -0.31         -0.17         -0.17 

 17 - 18    7        -0.55          1.05          0.43          0.43 
 17 - 18    6        -1.12          2.03          0.84          0.84 
 17 - 18    5        -0.90          1.66          0.68          0.68 
 17 - 18    4        -0.19          0.57          0.20          0.20 
 17 - 18    3         0.65         -1.26         -0.51         -0.51 
 17 - 18    2         1.04         -2.17         -0.86         -0.86 
 17 - 18    1         0.49         -0.95         -0.38         -0.38 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    13      7        -0.66          0.66         -0.41         -0.33 
    13      6        -0.69          0.72         -0.44         -1.04 
    13      5        -0.35          0.47         -0.26         -1.60 
    13      4         0.16         -0.07          0.07         -1.76 
    13      3         0.62         -0.58          0.37         -1.39 
    13      2         0.59         -0.65          0.39         -0.77 
    13      1        -0.23          0.10         -0.09         -0.52 

    14      7        -0.84          0.80         -0.51          0.19 
    14      6        -0.79          0.83         -0.51          0.73 
    14      5        -0.43          0.52         -0.30          1.16 
    14      4         0.15         -0.07          0.07          1.27 
    14      3         0.65         -0.62          0.40          0.93 
    14      2         0.61         -0.64          0.39          0.39 
    14      1        -0.06          0.03         -0.03          0.17 

    15      7        -1.49          1.25         -0.86         -0.31 
    15      6        -1.38          1.75         -0.98         -1.04 
    15      5        -0.40          1.55         -0.61         -1.64 
    15      4         0.75          0.35          0.13         -1.87 
    15      3         1.74         -1.18          0.91         -1.37 
    15      2         1.33         -2.00          1.04         -0.52 
    15      1        -0.90          0.43         -0.37         -0.14 

    16      7        -1.92          1.77         -1.15          0.19 
    16      6        -1.94          2.25         -1.31          0.57 
    16      5        -0.78          1.86         -0.83          0.89 
    16      4         0.67          0.25          0.13          0.98 
    16      3         2.11         -1.64          1.17          0.63 
    16      2         1.76         -2.32          1.28          0.04 
    16      1        -0.78          0.37         -0.32         -0.19 

    17      7        -1.10          1.09         -0.68         -0.16 
    17      6        -1.09          1.11         -0.69         -0.49 
    17      5        -0.64          0.68         -0.41         -0.76 
    17      4         0.12         -0.11          0.07         -0.79 
    17      3         0.80         -0.80          0.50         -0.45 
    17      2         0.80         -0.79          0.50          0.06 
    17      1         0.00         -0.01          0.00          0.27 

    18      7        -1.05          0.91         -0.61          0.43 
    18      6        -1.13          1.49         -0.82          1.27 
    18      5        -0.18          1.37         -0.49          1.95 
    18      4         0.80          0.36          0.14          2.16 
    18      3         1.62         -1.01          0.82          1.65 
    18      2         1.16         -1.89          0.95          0.79 
    18      1        -0.94          0.45         -0.39          0.41 



TELAIO N. 2 - modo n.5

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 2 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 2 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 2 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.646            0.074
    6             0.580            0.102
    5             0.483            0.121
    4             0.365            0.131
    3             0.236            0.138
    2             0.098            0.098
    1             0.001            0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   13         7        0.014      -0.014         6        0.014      -0.016   
              5        0.013      -0.019         4        0.012      -0.017   
              3        0.009      -0.017         2        0.005      -0.015   
              1        0.001      -0.003   

   14         7       -0.013      -0.008         6       -0.013      -0.013   
              5       -0.012      -0.015         4       -0.012      -0.014   
              3       -0.010      -0.014         2       -0.008      -0.011   
              1       -0.004      -0.005   

   15         7        0.020      -0.017         6        0.020      -0.023   
              5        0.020      -0.030         4        0.018      -0.030   
              3        0.016      -0.033         2        0.012      -0.030   
              1        0.007      -0.011   

   16         7       -0.008      -0.016         6       -0.008      -0.020   
              5       -0.008      -0.027         4       -0.008      -0.025   
              3       -0.007      -0.028         2       -0.005      -0.025   
              1       -0.003      -0.010   

   17         7        0.004      -0.005         6        0.004      -0.006   
              5        0.004      -0.007         4        0.004      -0.003   
              3        0.004      -0.002         2        0.003      -0.001   
              1        0.002      -0.001   

   18         7       -0.022      -0.019         6       -0.022      -0.024   
              5       -0.021      -0.031         4       -0.019      -0.032   
              3       -0.017      -0.035         2       -0.012      -0.032   
              1       -0.007      -0.012   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 13 - 14    7         0.83         -0.57         -0.38         -0.38 
 13 - 14    6         2.14         -1.87         -1.10         -1.10 
 13 - 14    5         3.07         -2.68         -1.57         -1.57 
 13 - 14    4         4.12         -3.68         -2.13         -2.13 
 13 - 14    3         4.75         -4.28         -2.47         -2.47 
 13 - 14    2         4.43         -3.96         -2.30         -2.30 
 13 - 14    1         1.14         -1.48         -0.72         -0.72 

 14 - 15    7         0.73         -0.84         -0.33         -0.33 
 14 - 15    6         0.93         -1.07         -0.42         -0.42 
 14 - 15    5         1.09         -1.29         -0.49         -0.49 
 14 - 15    4         1.03         -1.26         -0.48         -0.48 
 14 - 15    3         1.04         -1.30         -0.49         -0.49 
 14 - 15    2         0.88         -1.14         -0.42         -0.42 
 14 - 15    1         0.39         -0.46         -0.18         -0.18 

 15 - 16    7         1.38         -1.34         -0.57         -0.57 
 15 - 16    6         3.48         -3.31         -1.41         -1.41 
 15 - 16    5         4.93         -4.74         -2.02         -2.02 
 15 - 16    4         7.74         -7.21         -3.12         -3.12 
 15 - 16    3         8.95         -8.41         -3.62         -3.62 
 15 - 16    2         8.44         -7.91         -3.41         -3.41 
 15 - 16    1         2.93         -2.76         -1.19         -1.19 

 16 - 17    7         1.63         -1.21         -0.55         -0.55 
 16 - 17    6         3.50         -2.56         -1.17         -1.17 
 16 - 17    5         4.44         -3.10         -1.45         -1.45 
 16 - 17    4         6.24         -3.92         -1.95         -1.95 
 16 - 17    3         6.69         -4.02         -2.06         -2.06 
 16 - 17    2         5.88         -3.36         -1.78         -1.78 
 16 - 17    1         2.39         -1.54         -0.76         -0.76 

 17 - 18    7         0.53         -1.26         -0.48         -0.48 
 17 - 18    6         1.47         -3.09         -1.21         -1.21 
 17 - 18    5         2.25         -4.50         -1.80         -1.80 
 17 - 18    4         2.73         -6.93         -2.58         -2.58 
 17 - 18    3         3.38         -8.09         -3.06         -3.06 
 17 - 18    2         3.23         -7.69         -2.91         -2.91 
 17 - 18    1         1.14         -2.63         -1.00         -1.00 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    13      7         0.83         -0.79          0.51          0.38 
    13      6         1.40         -1.30          0.84          1.47 
    13      5         1.80         -1.88          1.15          3.00 
    13      4         2.26         -2.24          1.41          5.06 
    13      3         2.52         -2.59          1.60          7.43 
    13      2         1.85         -2.20          1.26          9.63 
    13      1        -1.06          0.49         -0.43         10.31 

    14      7         1.25         -1.12          0.74         -0.16 
    14      6         1.71         -1.64          1.05         -0.77 
    14      5         2.15         -2.19          1.36         -1.79 
    14      4         2.54         -2.53          1.58         -3.36 
    14      3         2.81         -2.88          1.78         -5.25 
    14      2         1.97         -2.15          1.29         -7.05 
    14      1        -0.29          0.14         -0.12         -7.56 

    15      7         2.19         -1.41          1.10          0.29 
    15      6         3.49         -2.36          1.81          1.26 
    15      5         4.04         -4.02          2.50          2.71 
    15      4         5.13         -4.64          3.04          5.25 
    15      3         5.73         -6.18          3.72          8.25 
    15      2         3.50         -6.65          3.17         11.11 
    15      1        -3.26          1.60         -1.35         12.07 

    16      7         2.94         -2.29          1.62          0.18 
    16      6         4.75         -3.63          2.61         -0.45 
    16      5         5.71         -6.04          3.67         -0.88 
    16      4         7.53         -7.06          4.55         -1.89 
    16      3         8.13         -8.57          5.22         -3.34 
    16      2         5.30         -7.95          4.14         -4.88 
    16      1        -2.80          1.37         -1.16         -5.27 

    17      7         1.67         -1.64          1.04         -0.23 
    17      6         2.39         -2.37          1.49         -0.45 
    17      5         3.00         -3.12          1.91          0.55 
    17      4         3.56         -3.57          2.23          0.89 
    17      3         3.83         -3.87          2.41          1.71 
    17      2         2.73         -2.72          1.70          2.76 
    17      1        -0.06          0.03         -0.03          2.98 

    18      7         1.26         -0.95          0.63         -0.48 
    18      6         2.81         -1.64          1.35         -1.67 
    18      5         3.11         -3.04          1.90         -3.41 
    18      4         4.07         -3.56          2.37         -5.88 
    18      3         4.66         -5.12          3.05         -8.80 
    18      2         2.71         -6.08          2.74        -11.57 
    18      1        -3.45          1.69         -1.43        -12.52 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    2            0.00



TELAIO N. 3 - modo n.1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.191           -0.057
    6            -0.134           -0.047
    5            -0.086           -0.040
    4            -0.046           -0.033
    3            -0.013           -0.019
    2             0.006            0.007
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    7         7       -0.012       0.015         6       -0.012       0.014   
              5       -0.011       0.012         4       -0.009       0.009   
              3       -0.007       0.007         2       -0.005       0.002   
              1       -0.002      -0.001   

    8         7        0.010       0.014         6        0.009       0.014   
              5        0.009       0.011         4        0.007       0.009   
              3        0.006       0.007         2        0.004       0.002   
              1        0.002      -0.001   

    9         7       -0.002       0.006         6       -0.002       0.007   
              5       -0.002       0.006         4       -0.002       0.004   
              3       -0.001       0.003         2       -0.001       0.001   
              1        0.000       0.000   

   10         7        0.002       0.006         6        0.002       0.007   
              5        0.002       0.006         4        0.002       0.004   
              3        0.001       0.003         2        0.001       0.001   
              1        0.000       0.000   

   11         7       -0.010       0.014         6       -0.009       0.014   
              5       -0.009       0.012         4       -0.007       0.009   
              3       -0.006       0.007         2       -0.004       0.002   
              1       -0.002      -0.001   

   12         7        0.012       0.015         6        0.011       0.014   
              5        0.010       0.012         4        0.009       0.009   
              3        0.007       0.007         2        0.005       0.002   
              1        0.002      -0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  7 -  8    7        -1.45          1.38          0.78          0.78 
  7 -  8    6        -2.34          2.30          1.27          1.27 
  7 -  8    5        -1.83          1.79          0.99          0.99 
  7 -  8    4        -2.05          2.01          1.11          1.11 
  7 -  8    3        -1.54          1.50          0.83          0.83 
  7 -  8    2         0.29         -0.30         -0.16         -0.16 
  7 -  8    1         0.82         -0.82         -0.45         -0.45 

  8 -  9    7        -0.56          0.45          0.21          0.21 
  8 -  9    6        -0.57          0.48          0.22          0.22 
  8 -  9    5        -0.48          0.41          0.19          0.19 
  8 -  9    4        -0.37          0.30          0.14          0.14 
  8 -  9    3        -0.28          0.23          0.11          0.11 
  8 -  9    2        -0.09          0.08          0.03          0.03 
  8 -  9    1         0.00          0.01          0.00          0.00 

  9 - 10    7        -0.62          0.63          0.26          0.26 
  9 - 10    6        -1.31          1.32          0.55          0.55 
  9 - 10    5        -1.07          1.08          0.45          0.45 
  9 - 10    4        -1.06          1.07          0.44          0.44 
  9 - 10    3        -0.78          0.79          0.33          0.33 
  9 - 10    2        -0.11          0.12          0.05          0.05 
  9 - 10    1         0.08         -0.08         -0.03         -0.03 

 10 - 11    7        -0.42          0.52          0.18          0.18 
 10 - 11    6        -0.44          0.53          0.19          0.19 
 10 - 11    5        -0.37          0.44          0.16          0.16 
 10 - 11    4        -0.28          0.34          0.12          0.12 
 10 - 11    3        -0.21          0.26          0.09          0.09 
 10 - 11    2        -0.07          0.08          0.03          0.03 
 10 - 11    1        -0.01          0.00          0.00          0.00 

 11 - 12    7        -1.39          1.45          0.76          0.76 
 11 - 12    6        -2.30          2.33          1.24          1.24 
 11 - 12    5        -1.80          1.84          0.97          0.97 
 11 - 12    4        -2.02          2.06          1.09          1.09 
 11 - 12    3        -1.51          1.55          0.82          0.82 
 11 - 12    2         0.27         -0.27         -0.14         -0.14 
 11 - 12    1         0.79         -0.79         -0.42         -0.42 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     7      7        -1.45          1.64         -0.97         -0.78 
     7      6        -0.69          1.07         -0.55         -2.05 
     7      5        -0.76          1.22         -0.62         -3.04 
     7      4        -0.83          1.20         -0.63         -4.15 
     7      3        -0.34          1.26         -0.50         -4.99 
     7      2         1.55         -1.15          0.84         -4.82 
     7      1        -0.33          0.23         -0.16         -4.38 

     8      7        -1.95          1.98         -1.23          0.57 
     8      6        -0.89          1.29         -0.68          1.62 
     8      5        -0.98          1.40         -0.74          2.42 
     8      4        -0.98          1.34         -0.72          3.39 
     8      3        -0.44          1.32         -0.55          4.12 
     8      2         1.53         -1.14          0.84          3.92 
     8      1        -0.33          0.23         -0.15          3.47 

     9      7        -1.07          1.04         -0.66         -0.05 
     9      6        -0.76          0.80         -0.49         -0.38 
     9      5        -0.69          0.75         -0.45         -0.64 
     9      4        -0.62          0.65         -0.40         -0.95 
     9      3        -0.36          0.43         -0.25         -1.17 
     9      2         0.24         -0.22          0.14         -1.18 
     9      1        -0.15          0.16         -0.09         -1.14 

    10      7        -1.05          1.02         -0.65          0.08 
    10      6        -0.75          0.78         -0.48          0.44 
    10      5        -0.67          0.74         -0.44          0.73 
    10      4        -0.61          0.64         -0.39          1.06 
    10      3        -0.36          0.43         -0.24          1.30 
    10      2         0.24         -0.22          0.14          1.31 
    10      1        -0.15          0.16         -0.09          1.28 

    11      7        -1.91          1.95         -1.21         -0.58 
    11      6        -0.88          1.28         -0.67         -1.63 
    11      5        -0.96          1.39         -0.74         -2.44 
    11      4        -0.97          1.33         -0.72         -3.41 
    11      3        -0.44          1.33         -0.55         -4.13 
    11      2         1.52         -1.13          0.83         -3.96 
    11      1        -0.33          0.23         -0.16         -3.54 

    12      7        -1.45          1.64         -0.97          0.76 
    12      6        -0.69          1.07         -0.55          1.99 
    12      5        -0.77          1.23         -0.62          2.96 
    12      4        -0.84          1.20         -0.64          4.05 
    12      3        -0.35          1.27         -0.51          4.87 
    12      2         1.53         -1.13          0.83          4.73 
    12      1        -0.34          0.23         -0.16          4.30 



TELAIO N. 3 - modo n.2

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 3 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 3 - modo n.4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.023           -0.002
    6            -0.021           -0.010
    5            -0.011           -0.010
    4            -0.001           -0.006
    3             0.005            0.000
    2             0.005            0.005
    1             0.000            0.000



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    7         7       -0.001       0.000         6       -0.001       0.002   
              5       -0.001       0.003         4       -0.001       0.002   
              3       -0.001       0.001         2       -0.001      -0.001   
              1        0.000      -0.001   

    8         7        0.001       0.000         6        0.001       0.001   
              5        0.001       0.003         4        0.001       0.002   
              3        0.001       0.001         2        0.000      -0.001   
              1        0.000      -0.001   

    9         7        0.000       0.000         6        0.000       0.001   
              5        0.000       0.001         4        0.000       0.001   
              3        0.000       0.000         2        0.000       0.000   
              1        0.000       0.000   

   10         7        0.000       0.000         6        0.000       0.001   
              5        0.000       0.001         4        0.000       0.001   
              3        0.000       0.000         2        0.000       0.000   
              1        0.000       0.000   

   11         7       -0.001       0.000         6       -0.001       0.001   
              5       -0.001       0.003         4       -0.001       0.002   
              3       -0.001       0.001         2        0.000      -0.001   
              1        0.000      -0.001   

   12         7        0.001       0.000         6        0.001       0.002   
              5        0.001       0.003         4        0.001       0.002   
              3        0.001       0.001         2        0.001      -0.001   
              1        0.000      -0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  7 -  8    7         0.08         -0.08         -0.04         -0.04 
  7 -  8    6        -0.21          0.21          0.12          0.12 
  7 -  8    5        -0.60          0.59          0.33          0.33 
  7 -  8    4        -0.59          0.58          0.32          0.32 
  7 -  8    3        -0.15          0.14          0.08          0.08 
  7 -  8    2         0.38         -0.38         -0.21         -0.21 
  7 -  8    1         0.29         -0.29         -0.16         -0.16 

  8 -  9    7        -0.02          0.02          0.01          0.01 
  8 -  9    6        -0.06          0.05          0.02          0.02 
  8 -  9    5        -0.11          0.09          0.04          0.04 
  8 -  9    4        -0.07          0.06          0.03          0.03 
  8 -  9    3        -0.03          0.03          0.01          0.01 
  8 -  9    2         0.02         -0.01         -0.01         -0.01 
  8 -  9    1         0.01         -0.01          0.00          0.00 

  9 - 10    7         0.00          0.00          0.00          0.00 
  9 - 10    6        -0.13          0.13          0.06          0.06 
  9 - 10    5        -0.27          0.27          0.11          0.11 
  9 - 10    4        -0.25          0.25          0.10          0.10 
  9 - 10    3        -0.08          0.08          0.03          0.03 
  9 - 10    2         0.10         -0.10         -0.04         -0.04 
  9 - 10    1         0.11         -0.11         -0.04         -0.04 

 10 - 11    7        -0.02          0.02          0.01          0.01 
 10 - 11    6        -0.05          0.06          0.02          0.02 
 10 - 11    5        -0.08          0.10          0.03          0.03 
 10 - 11    4        -0.06          0.07          0.02          0.02 
 10 - 11    3        -0.02          0.03          0.01          0.01 
 10 - 11    2         0.01         -0.01          0.00          0.00 
 10 - 11    1         0.01         -0.01          0.00          0.00 

 11 - 12    7         0.07         -0.07         -0.04         -0.04 
 11 - 12    6        -0.21          0.22          0.11          0.11 
 11 - 12    5        -0.58          0.59          0.31          0.31 
 11 - 12    4        -0.58          0.59          0.31          0.31 
 11 - 12    3        -0.15          0.15          0.08          0.08 
 11 - 12    2         0.37         -0.38         -0.20         -0.20 
 11 - 12    1         0.29         -0.29         -0.15         -0.15 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     7      7         0.08         -0.29          0.11          0.04 
     7      6        -0.50          0.27         -0.24         -0.07 
     7      5        -0.33          0.49         -0.26         -0.40 
     7      4        -0.10          0.30         -0.13         -0.72 
     7      3         0.16          0.08          0.02         -0.80 
     7      2         0.47         -0.48          0.29         -0.59 
     7      1        -0.18          0.10         -0.08         -0.43 

     8      7         0.06         -0.27          0.10         -0.05 
     8      6        -0.54          0.32         -0.27          0.04 
     8      5        -0.38          0.53         -0.28          0.33 
     8      4        -0.13          0.33         -0.14          0.62 
     8      3         0.15          0.08          0.02          0.69 
     8      2         0.48         -0.48          0.30          0.48 
     8      1        -0.18          0.10         -0.08          0.33 

     9      7        -0.02          0.00         -0.01          0.01 
     9      6        -0.19          0.17         -0.11         -0.02 
     9      5        -0.19          0.21         -0.12         -0.09 
     9      4        -0.10          0.12         -0.07         -0.17 
     9      3         0.01          0.01          0.00         -0.19 
     9      2         0.12         -0.13          0.08         -0.15 
     9      1        -0.02          0.02         -0.01         -0.11 

    10      7        -0.02          0.00          0.00         -0.01 
    10      6        -0.19          0.17         -0.11          0.03 
    10      5        -0.19          0.21         -0.12          0.10 
    10      4        -0.10          0.12         -0.07          0.19 
    10      3         0.01          0.01          0.00          0.21 
    10      2         0.12         -0.13          0.08          0.17 
    10      1        -0.02          0.02         -0.01          0.13 

    11      7         0.06         -0.27          0.10          0.05 
    11      6        -0.54          0.31         -0.26         -0.05 
    11      5        -0.37          0.52         -0.28         -0.33 
    11      4        -0.13          0.32         -0.14         -0.61 
    11      3         0.15          0.08          0.02         -0.68 
    11      2         0.47         -0.48          0.30         -0.49 
    11      1        -0.18          0.10         -0.08         -0.34 

    12      7         0.07         -0.29          0.11         -0.04 
    12      6        -0.50          0.27         -0.24          0.07 
    12      5        -0.33          0.49         -0.25          0.39 
    12      4        -0.10          0.30         -0.13          0.70 
    12      3         0.15          0.09          0.02          0.78 
    12      2         0.46         -0.47          0.29          0.58 
    12      1        -0.18          0.10         -0.08          0.43 



TELAIO N. 3 - modo n.5

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 3 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 3 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 3 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.167           -0.166
    6            -1.005           -0.200
    5            -0.808           -0.219
    4            -0.591           -0.224
    3            -0.367           -0.220
    2             0.147            0.145
    1            -0.003           -0.003



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    7         7       -0.059       0.045         6       -0.058       0.051   
              5       -0.056       0.059         4       -0.052       0.056   
              3       -0.044       0.056         2       -0.033       0.047   
              1       -0.018      -0.018   

    8         7        0.048       0.041         6        0.048       0.049   
              5        0.047       0.057         4        0.043       0.054   
              3        0.037       0.054         2        0.028       0.046   
              1        0.015      -0.017   

    9         7       -0.011       0.017         6       -0.011       0.025   
              5       -0.010       0.028         4       -0.009       0.023   
              3       -0.007       0.024         2       -0.004       0.020   
              1       -0.001       0.000   

   10         7        0.012       0.018         6        0.012       0.025   
              5        0.011       0.029         4        0.010       0.024   
              3        0.008       0.024         2        0.005       0.020   
              1        0.001       0.000   

   11         7       -0.049       0.041         6       -0.048       0.049   
              5       -0.047       0.057         4       -0.044       0.054   
              3       -0.038       0.055         2       -0.028       0.046   
              1       -0.015      -0.017   

   12         7        0.058       0.045         6        0.057       0.051   
              5        0.055       0.059         4        0.051       0.056   
              3        0.043       0.056         2        0.032       0.047   
              1        0.018      -0.018   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  7 -  8    7        -2.49          2.28          1.31          1.31 
  7 -  8    6        -6.03          5.90          3.27          3.27 
  7 -  8    5        -8.43          8.20          4.56          4.56 
  7 -  8    4       -12.90         12.63          6.99          6.99 
  7 -  8    3       -14.85         14.56          8.06          8.06 
  7 -  8    2        13.39        -13.14         -7.27         -7.27 
  7 -  8    1         3.93         -3.87         -2.13         -2.13 

  8 -  9    7        -1.84          1.51          0.70          0.70 
  8 -  9    6        -2.18          1.84          0.84          0.84 
  8 -  9    5        -2.41          2.03          0.92          0.92 
  8 -  9    4        -2.24          1.82          0.84          0.84 
  8 -  9    3        -2.18          1.76          0.82          0.82 
  8 -  9    2        -1.78          1.43          0.67          0.67 
  8 -  9    1         0.61          0.38          0.21          0.21 

  9 - 10    7        -1.51          1.55          0.64          0.64 
  9 - 10    6        -4.31          4.34          1.80          1.80 
  9 - 10    5        -5.13          5.17          2.15          2.15 
  9 - 10    4        -6.55          6.60          2.74          2.74 
  9 - 10    3        -6.90          6.96          2.89          2.89 
  9 - 10    2        -6.01          6.06          2.51          2.51 
  9 - 10    1         3.48         -3.51         -1.46         -1.46 

 10 - 11    7        -1.40          1.69          0.59          0.59 
 10 - 11    6        -1.69          1.99          0.71          0.71 
 10 - 11    5        -1.87          2.21          0.78          0.78 
 10 - 11    4        -1.67          2.05          0.71          0.71 
 10 - 11    3        -1.62          2.00          0.70          0.70 
 10 - 11    2        -1.31          1.64          0.57          0.57 
 10 - 11    1        -0.34         -0.56          0.17          0.17 

 11 - 12    7        -2.36          2.55          1.31          1.31 
 11 - 12    6        -6.00          6.12          3.23          3.23 
 11 - 12    5        -8.27          8.47          4.46          4.46 
 11 - 12    4       -12.70         12.94          6.84          6.84 
 11 - 12    3       -14.58         14.83          7.84          7.84 
 11 - 12    2        13.12        -13.35         -7.06         -7.06 
 11 - 12    1         3.89         -3.95         -2.09         -2.09 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     7      7        -2.49          1.80         -1.32         -1.31 
     7      6        -4.56          3.24         -2.42         -4.56 
     7      5        -5.32          5.89         -3.50         -9.05 
     7      4        -7.11          6.99         -4.40        -15.93 
     7      3        -7.93          9.45         -5.43        -23.82 
     7      2         4.10         -8.94          4.06        -30.91 
     7      1        -5.03          2.35         -2.05        -32.94 

     8      7        -4.07          2.81         -2.14          0.68 
     8      6        -5.44          4.27         -3.02          3.08 
     8      5        -6.45          6.91         -4.17          6.62 
     8      4        -8.05          7.95         -4.99         12.63 
     8      3        -8.86         10.35         -6.00         19.71 
     8      2         4.71         -9.36          4.39         26.14 
     8      1        -4.90          2.29         -2.00         27.97 

     9      7        -3.02          2.77         -1.81         -0.10 
     9      6        -3.39          3.28         -2.09         -0.91 
     9      5        -3.88          4.04         -2.48         -2.12 
     9      4        -4.33          4.33         -2.71         -4.00 
     9      3        -4.34          4.46         -2.75         -6.03 
     9      2         2.98         -3.58          2.05         -7.85 
     9      1        -0.30          0.37         -0.19         -9.08 

    10      7        -2.94          2.71         -1.77          0.08 
    10      6        -3.34          3.22         -2.05          1.14 
    10      5        -3.82          3.99         -2.44          2.49 
    10      4        -4.29          4.28         -2.68          4.50 
    10      3        -4.30          4.42         -2.73          6.66 
    10      2         2.96         -3.56          2.04          8.57 
    10      1        -0.30          0.37         -0.19          9.84 

    11      7        -4.01          2.77         -2.11         -0.76 
    11      6        -5.40          4.20         -2.99         -3.26 
    11      5        -6.38          6.85         -4.13         -6.87 
    11      4        -7.99          7.88         -4.95        -12.87 
    11      3        -8.77         10.25         -5.94        -19.86 
    11      2         4.65         -9.33          4.36        -26.19 
    11      1        -4.90          2.28         -2.00        -28.02 

    12      7        -2.55          1.83         -1.35          1.31 
    12      6        -4.59          3.26         -2.44          4.53 
    12      5        -5.34          5.91         -3.51          8.93 
    12      4        -7.13          6.99         -4.41         15.66 
    12      3        -7.91          9.43         -5.41         23.35 
    12      2         4.08         -8.94          4.06         30.24 
    12      1        -5.01          2.34         -2.04         32.23 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    7            0.00
    4            0.00



TELAIO N. 4 - modo n.1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.642           -0.256
    6            -1.386           -0.292
    5            -1.094           -0.314
    4            -0.780           -0.316
    3            -0.463           -0.296
    2            -0.168           -0.164
    1            -0.004           -0.004



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    1         7       -0.052       0.067         6       -0.051       0.075   
              5       -0.048       0.084         4       -0.042       0.080   
              3       -0.033       0.079         2       -0.020       0.064   
              1       -0.004       0.002   

    2         7        0.011       0.016         6        0.011       0.019   
              5        0.010       0.019         4        0.009       0.007   
              3        0.007       0.004         2        0.004       0.000   
              1        0.000       0.001   

    3         7        0.040       0.067         6        0.039       0.075   
              5        0.037       0.085         4        0.032       0.081   
              3        0.025       0.081         2        0.015       0.066   
              1        0.003       0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  1 -  2    7        -5.30          2.54          2.15          2.15 
  1 -  2    6       -10.90          5.74          4.56          4.56 
  1 -  2    5       -13.00          6.91          5.46          5.46 
  1 -  2    4       -18.39          7.66          7.14          7.14 
  1 -  2    3       -19.21          8.17          7.50          7.50 
  1 -  2    2       -16.00          6.53          6.17          6.17 
  1 -  2    1       -13.59          2.65          4.45          4.45 

  2 -  3    7        -3.31          5.39          1.81          1.81 
  2 -  3    6        -6.75         10.69          3.63          3.63 
  2 -  3    5        -7.55         12.24          4.12          4.12 
  2 -  3    4        -9.06         17.32          5.50          5.50 
  2 -  3    3        -8.85         17.45          5.48          5.48 
  2 -  3    2        -6.68         14.15          4.34          4.34 
  2 -  3    1       -24.10         29.61         11.19         11.19 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     1      7        -5.30          4.05         -2.92         -2.15 
     1      6        -6.85          5.20         -3.77         -6.71 
     1      5        -7.80          8.58         -5.12        -12.16 
     1      4        -9.81          9.91         -6.16        -19.30 
     1      3        -9.31         11.87         -6.62        -26.80 
     1      2        -4.14         14.68         -5.88        -32.98 
     1      1         1.09         31.14         -8.35        -37.43 

     2      7        -5.86          5.77         -3.63          0.34 
     2      6        -6.72          6.73         -4.20          1.26 
     2      5        -7.74          8.10         -4.95          2.59 
     2      4        -8.61          8.70         -5.41          4.24 
     2      3        -8.32          8.46         -5.25          6.26 
     2      2        -4.75          4.71         -2.96          8.09 
     2      1       -22.03         42.70        -17.98          1.35 

     3      7        -5.39          4.05         -2.95          1.81 
     3      6        -6.64          4.88         -3.60          5.45 
     3      5        -7.36          8.13         -4.84          9.57 
     3      4        -9.19          9.15         -5.73         15.07 
     3      3        -8.31         10.77         -5.96         20.55 
     3      2        -3.38         14.34         -5.54         24.89 
     3      1       -15.26         79.70        -26.38         36.07 



TELAIO N. 4 - modo n.2

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 4 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 4 - modo n.4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.013            0.043
    6            -0.030            0.027
    5            -0.056            0.006
    4            -0.062           -0.015
    3            -0.047           -0.028
    2            -0.019           -0.018
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    1         7        0.002      -0.012         6        0.002      -0.010   
              5        0.001      -0.004         4        0.001       0.001   
              3        0.000       0.006         2        0.000       0.007   
              1        0.000       0.000   

    2         7       -0.001      -0.001         6       -0.001      -0.001   
              5        0.000      -0.001         4        0.000       0.000   
              3        0.000       0.000         2        0.000      -0.001   
              1        0.000       0.000   

    3         7       -0.002      -0.012         6       -0.001      -0.010   
              5       -0.001      -0.004         4       -0.001       0.001   
              3        0.000       0.006         2        0.000       0.007   
              1        0.000       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  1 -  2    7         1.17         -0.59         -0.48         -0.48 
  1 -  2    6         1.71         -0.94         -0.73         -0.73 
  1 -  2    5         0.73         -0.40         -0.31         -0.31 
  1 -  2    4        -0.43          0.22          0.18          0.18 
  1 -  2    3        -1.64          0.73          0.65          0.65 
  1 -  2    2        -1.86          0.78          0.72          0.72 
  1 -  2    1        -4.60          2.91          2.06          2.06 

  2 -  3    7         0.55         -1.00         -0.32         -0.32 
  2 -  3    6         0.85         -1.46         -0.48         -0.48 
  2 -  3    5         0.39         -0.65         -0.22         -0.22 
  2 -  3    4        -0.12          0.30          0.09          0.09 
  2 -  3    3        -0.60          1.32          0.40          0.40 
  2 -  3    2        -0.66          1.52          0.46          0.46 
  2 -  3    1        -4.10          5.77          2.06          2.06 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     1      7         1.17         -1.51          0.84          0.48 
     1      6         0.21         -1.10          0.41          1.21 
     1      5        -0.37         -0.56          0.06          1.52 
     1      4        -1.00          0.23         -0.38          1.34 
     1      3        -1.40          1.24         -0.83          0.69 
     1      2        -0.62          1.72         -0.73         -0.03 
     1      1        -2.88          6.44         -2.59         -2.09 

     2      7         1.14         -1.13          0.71         -0.16 
     2      6         0.67         -0.68          0.42         -0.41 
     2      5         0.11         -0.13          0.07         -0.50 
     2      4        -0.46          0.47         -0.29         -0.41 
     2      3        -0.86          0.87         -0.54         -0.16 
     2      2        -0.57          0.55         -0.35          0.11 
     2      1        -6.46          8.22         -4.08          0.11 

     3      7         1.00         -1.36          0.74         -0.32 
     3      6         0.10         -1.03          0.35         -0.80 
     3      5        -0.38         -0.60          0.07         -1.02 
     3      4        -0.89          0.10         -0.31         -0.94 
     3      3        -1.22          1.05         -0.71         -0.54 
     3      2        -0.48          1.64         -0.66         -0.08 
     3      1        -4.12         13.42         -4.87          1.97 



TELAIO N. 4 - modo n.5

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 4 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 4 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 4 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -2.806           -0.382
    6            -2.433           -0.472
    5            -1.967           -0.526
    4            -1.445           -0.545
    3            -0.901           -0.542
    2            -0.360           -0.354
    1            -0.006           -0.006



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    1         7       -0.086       0.099         6       -0.084       0.116   
              5       -0.079       0.139         4       -0.070       0.135   
              3       -0.055       0.139         2       -0.034       0.127   
              1       -0.007       0.003   

    2         7        0.018       0.026         6        0.018       0.031   
              5        0.017       0.031         4        0.015       0.012   
              3        0.012       0.008         2        0.007      -0.003   
              1        0.000       0.002   

    3         7        0.066       0.098         6        0.065       0.116   
              5        0.061       0.141         4        0.053       0.137   
              3        0.042       0.142         2        0.025       0.132   
              1        0.005       0.002   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  1 -  2    7        -7.57          3.62          3.07          3.07 
  1 -  2    6       -16.69          8.74          6.97          6.97 
  1 -  2    5       -21.48         11.38          9.00          9.00 
  1 -  2    4       -31.35         13.09         12.18         12.18 
  1 -  2    3       -34.10         14.69         13.37         13.37 
  1 -  2    2       -32.22         13.05         12.40         12.40 
  1 -  2    1       -23.35          5.27          7.46          7.46 

  2 -  3    7        -4.94          7.89          2.67          2.67 
  2 -  3    6       -10.50         16.55          5.64          5.64 
  2 -  3    5       -12.44         20.23          6.81          6.81 
  2 -  3    4       -15.37         29.44          9.33          9.33 
  2 -  3    3       -15.66         30.77          9.67          9.67 
  2 -  3    2       -13.01         28.18          8.58          8.58 
  2 -  3    1       -39.35         48.43         18.28         18.28 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     1      7        -7.57          5.04         -3.90         -3.07 
     1      6       -12.14          8.22         -6.33        -10.02 
     1      5       -13.48         14.21         -8.63        -18.98 
     1      4       -17.32         16.66        -10.61        -31.04 
     1      3       -17.56         19.59        -11.60        -44.25 
     1      2       -12.92         33.78        -14.58        -56.47 
     1      1        13.09         45.29        -10.40        -63.24 

     2      7        -8.56          8.42         -5.31          0.44 
     2      6       -10.85         10.85         -6.78          1.76 
     2      5       -13.01         13.60         -8.32          3.91 
     2      4       -14.88         15.01         -9.34          6.68 
     2      3       -15.36         15.68         -9.70         10.30 
     2      2       -10.41         10.28         -6.47         14.05 
     2      1       -32.75         66.25        -27.45          2.77 

     3      7        -7.89          5.09         -4.02          2.67 
     3      6       -11.87          7.71         -6.09          8.31 
     3      5       -12.72         13.40         -8.14         15.09 
     3      4       -16.21         15.31         -9.84         24.37 
     3      3       -15.59         17.29        -10.26         33.96 
     3      2       -11.21         33.03        -13.80         42.42 
     3      1       -17.65        121.99        -38.49         60.49 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    7            0.00
    4            0.00
    1            0.00



TELAIO N. 5 - modo n.1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.642           -0.256
    6            -1.386           -0.292
    5            -1.094           -0.314
    4            -0.780           -0.316
    3            -0.463           -0.296
    2            -0.168           -0.164
    1            -0.004           -0.004



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    4         7       -0.036       0.068         6       -0.035       0.075   
              5       -0.033       0.086         4       -0.028       0.081   
              3       -0.022       0.082         2       -0.013       0.067   
              1       -0.002       0.001   

    5         7        0.000       0.018         6        0.000       0.022   
              5        0.000       0.023         4        0.001       0.013   
              3        0.001       0.011         2        0.001       0.006   
              1        0.001       0.001   

    6         7        0.036       0.039         6        0.035       0.045   
              5        0.032       0.050         4        0.028       0.041   
              3        0.021       0.040         2        0.013       0.031   
              1        0.002       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  4 -  5    7        -5.02          3.16          1.57          1.57 
  4 -  5    6        -9.97          6.46          3.16          3.16 
  4 -  5    5       -11.49          7.37          3.63          3.63 
  4 -  5    4       -16.48          9.33          4.96          4.96 
  4 -  5    3       -16.72          9.37          5.02          5.02 
  4 -  5    2       -13.68          7.39          4.05          4.05 
  4 -  5    1       -28.50         20.43          9.41          9.41 

  5 -  6    7        -2.49          3.61          1.63          1.63 
  5 -  6    6        -5.50          7.60          3.50          3.50 
  5 -  6    5        -6.35          8.79          4.03          4.03 
  5 -  6    4        -6.39         10.47          4.49          4.49 
  5 -  6    3        -6.49         10.65          4.57          4.57 
  5 -  6    2        -4.84          8.34          3.51          3.51 
  5 -  6    1       -14.73          4.26          5.06          5.06 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     4      7        -5.02          3.69         -2.72         -1.57 
     4      6        -6.28          4.52         -3.38         -4.73 
     4      5        -6.97          7.71         -4.59         -8.36 
     4      4        -8.77          8.74         -5.47        -13.33 
     4      3        -7.97         10.48         -5.77        -18.34 
     4      2        -3.20         14.25         -5.45        -22.39 
     4      1       -14.26         98.76        -31.39        -31.81 

     5      7        -5.65          5.53         -3.49         -0.05 
     5      6        -6.43          6.40         -4.01         -0.39 
     5      5        -7.32          7.64         -4.67         -0.79 
     5      4        -8.08          8.13         -5.06         -0.33 
     5      3        -7.73          7.87         -4.88          0.12 
     5      2        -4.36          4.53         -2.78          0.66 
     5      1       -30.63         49.68        -22.31          5.00 

     6      7        -3.61          3.44         -2.20          1.63 
     6      6        -4.16          4.01         -2.56          5.12 
     6      5        -4.77          5.05         -3.07          9.16 
     6      4        -5.42          5.46         -3.40         13.65 
     6      3        -5.19          5.47         -3.33         18.22 
     6      2        -2.87          3.81         -2.09         21.74 
     6      1        -0.46          0.52         -0.27         26.80 



TELAIO N. 5 - modo n.2

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 5 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 5 - modo n.4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.013            0.043
    6            -0.030            0.027
    5            -0.056            0.006
    4            -0.062           -0.015
    3            -0.047           -0.028
    2            -0.019           -0.018
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    4         7        0.001      -0.012         6        0.001      -0.010   
              5        0.001      -0.004         4        0.001       0.001   
              3        0.000       0.006         2        0.000       0.007   
              1        0.000       0.000   

    5         7        0.000      -0.002         6        0.000      -0.002   
              5        0.000      -0.001         4        0.000       0.000   
              3        0.000       0.000         2        0.000       0.000   
              1        0.000       0.000   

    6         7       -0.002      -0.006         6       -0.002      -0.005   
              5       -0.001      -0.003         4       -0.001       0.000   
              3        0.000       0.003         2        0.000       0.003   
              1        0.000       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  4 -  5    7         0.97         -0.59         -0.30         -0.30 
  4 -  5    6         1.40         -0.89         -0.44         -0.44 
  4 -  5    5         0.63         -0.41         -0.20         -0.20 
  4 -  5    4        -0.29          0.15          0.08          0.08 
  4 -  5    3        -1.29          0.69          0.38          0.38 
  4 -  5    2        -1.49          0.78          0.44          0.44 
  4 -  5    1        -5.48          3.84          1.79          1.79 

  5 -  6    7         0.46         -0.68         -0.30         -0.30 
  5 -  6    6         0.75         -1.06         -0.48         -0.48 
  5 -  6    5         0.33         -0.46         -0.21         -0.21 
  5 -  6    4        -0.15          0.22          0.10          0.10 
  5 -  6    3        -0.51          0.83          0.36          0.36 
  5 -  6    2        -0.52          0.91          0.38          0.38 
  5 -  6    1        -3.28          0.55          1.02          1.02 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     4      7         0.97         -1.32          0.72          0.30 
     4      6         0.08         -1.01          0.34          0.74 
     4      5        -0.38         -0.59          0.07          0.94 
     4      4        -0.88          0.08         -0.30          0.85 
     4      3        -1.21          1.03         -0.70          0.47 
     4      2        -0.46          1.63         -0.66          0.03 
     4      1        -3.85         16.37         -5.62         -1.76 

     5      7         1.04         -1.04          0.65          0.01 
     5      6         0.60         -0.64          0.39          0.05 
     5      5         0.10         -0.13          0.07          0.06 
     5      4        -0.43          0.41         -0.26          0.04 
     5      3        -0.79          0.79         -0.49          0.07 
     5      2        -0.51          0.52         -0.32          0.12 
     5      1        -6.60          8.72         -4.25          0.89 

     6      7         0.68         -0.70          0.43         -0.30 
     6      6         0.35         -0.44          0.25         -0.79 
     6      5         0.02         -0.11          0.04         -1.00 
     6      4        -0.33          0.26         -0.18         -0.90 
     6      3        -0.57          0.56         -0.35         -0.54 
     6      2        -0.35          0.44         -0.25         -0.16 
     6      1        -0.11          0.10         -0.06          0.86 



TELAIO N. 5 - modo n.5

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 5 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 5 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 5 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -2.806           -0.382
    6            -2.433           -0.472
    5            -1.967           -0.526
    4            -1.445           -0.545
    3            -0.901           -0.542
    2            -0.360           -0.354
    1            -0.006           -0.006



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    4         7       -0.058       0.099         6       -0.057       0.117   
              5       -0.054       0.142         4       -0.047       0.138   
              3       -0.037       0.143         2       -0.022       0.133   
              1       -0.004       0.002   

    5         7        0.001       0.028         6        0.001       0.034   
              5        0.001       0.038         4        0.001       0.021   
              3        0.002       0.019         2        0.001       0.011   
              1        0.001       0.001   

    6         7        0.058       0.059         6        0.057       0.070   
              5        0.053       0.082         4        0.047       0.069   
              3        0.036       0.070         2        0.021       0.060   
              1        0.003       0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  4 -  5    7        -7.32          4.63          2.30          2.30 
  4 -  5    6       -15.41         10.00          4.89          4.89 
  4 -  5    5       -18.99         12.16          5.99          5.99 
  4 -  5    4       -28.02         15.85          8.44          8.44 
  4 -  5    3       -29.48         16.57          8.86          8.86 
  4 -  5    2       -27.34         14.64          8.07          8.07 
  4 -  5    1       -46.03         32.76         15.15         15.15 

  5 -  6    7        -3.67          5.28          2.39          2.39 
  5 -  6    6        -8.50         11.74          5.40          5.40 
  5 -  6    5       -10.45         14.49          6.65          6.65 
  5 -  6    4       -10.89         17.82          7.66          7.66 
  5 -  6    3       -11.65         18.94          8.16          8.16 
  5 -  6    2        -9.42         16.46          6.90          6.90 
  5 -  6    1       -23.73          9.06          8.71          8.71 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     4      7        -7.32          4.56         -3.67         -2.30 
     4      6       -11.30          7.13         -5.72         -7.18 
     4      5       -12.07         12.71         -7.72        -13.15 
     4      4       -15.49         14.62         -9.39        -21.53 
     4      3       -14.99         16.77         -9.91        -30.30 
     4      2       -10.91         32.86        -13.66        -38.26 
     4      1       -15.81        151.77        -46.14        -53.21 

     5      7        -8.30          8.11         -5.13         -0.09 
     5      6       -10.42         10.32         -6.48         -0.60 
     5      5       -12.31         12.82         -7.85         -1.26 
     5      4       -13.95         14.01         -8.74         -0.48 
     5      3       -14.24         14.49         -8.98          0.25 
     5      2        -9.59          9.88         -6.08          1.41 
     5      1       -46.87         77.67        -34.59          7.84 

     6      7        -5.28          4.95         -3.20          2.39 
     6      6        -6.83          6.46         -4.15          7.78 
     6      5        -8.06          8.45         -5.16         14.40 
     6      4        -9.39          9.38         -5.87         22.01 
     6      3        -9.58          9.90         -6.09         30.08 
     6      2        -6.58          8.41         -4.68         36.88 
     6      1        -0.68          0.80         -0.41         45.45 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    7            0.00
    5            0.00
    4            0.00
    1            0.00



TELAIO N. 6 - modo n.1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            13.818            1.350
    6            12.467            2.047
    5            10.420            2.499
    4             7.921            2.739
    3             5.182            2.924
    2             2.259            2.220
    1             0.039            0.039



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7        0.373      -0.330         6        0.369      -0.454   
              5        0.352      -0.638         4        0.318      -0.649   
              3        0.254      -0.707         2        0.158      -0.733   
              1        0.028      -0.015   

   13         7       -0.080      -0.286         6       -0.080      -0.396   
              5       -0.079      -0.558         4       -0.075      -0.528   
              3       -0.064      -0.583         2       -0.044      -0.581   
              1       -0.012      -0.014   

    7         7       -0.131      -0.082         6       -0.129      -0.119   
              5       -0.124      -0.154         4       -0.115      -0.090   
              3       -0.097      -0.095         2       -0.071      -0.072   
              1       -0.037       0.000   

    1         7       -0.201      -0.204         6       -0.198      -0.286   
              5       -0.188      -0.399         4       -0.166      -0.355   
              3       -0.131      -0.390         2       -0.082      -0.381   
              1       -0.017       0.004   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 13    7        25.62        -24.00         -9.36         -9.36 
 19 - 13    6        67.46        -63.75        -24.76        -24.76 
 19 - 13    5       102.11        -96.94        -37.56        -37.56 
 19 - 13    4       163.47       -151.11        -59.35        -59.35 
 19 - 13    3       185.24       -172.60        -67.52        -67.52 
 19 - 13    2       196.97       -181.43        -71.40        -71.40 
 19 - 13    1       317.40       -291.68       -114.92       -114.92 

 13 -  7    7        26.08        -17.53         -9.28         -9.28 
 13 -  7    6        63.70        -43.60        -22.83        -22.83 
 13 -  7    5        89.82        -60.60        -32.00        -32.00 
 13 -  7    4       128.80        -78.46        -44.10        -44.10 
 13 -  7    3       142.63        -86.58        -48.77        -48.77 
 13 -  7    2       139.74        -81.21        -47.01        -47.01 
 13 -  7    1       184.99         45.24        -29.73        -29.73 

  7 -  1    7        12.94        -17.77         -6.20         -6.20 
  7 -  1    6        33.11        -44.61        -15.70        -15.70 
  7 -  1    5        45.98        -62.81        -21.98        -21.98 
  7 -  1    4        54.91        -83.80        -28.02        -28.02 
  7 -  1    3        61.18        -93.37        -31.22        -31.22 
  7 -  1    2        56.49        -90.27        -29.65        -29.65 
  7 -  1    1       108.50        -58.65        -33.77        -33.77 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7        25.62         -4.64          9.46          9.36 
    19      6        62.82        -31.72         29.54         34.12 
    19      5        70.39        -68.59         43.43         71.67 
    19      4        94.88        -85.07         56.23        131.03 
    19      3       100.17        -95.79         61.24        198.54 
    19      2       101.18       -222.34        101.10        269.94 
    19      1        95.06      -1101.10        332.27        384.86 

    13      7        50.08        -31.51         25.50         -0.08 
    13      6        95.95        -68.69         51.45         -2.01 
    13      5       118.07       -123.14         75.38         -7.56 
    13      4       156.77       -147.43         95.06        -22.82 
    13      3       167.80       -168.22        105.00        -41.57 
    13      2       152.96       -248.68        125.51        -65.95 
    13      1       227.98       -848.72        299.09       -151.14 

     7      7        30.47        -29.34         18.69         -3.07 
     7      6        47.37        -46.27         29.26        -10.20 
     7      5        60.31        -62.30         38.31        -20.23 
     7      4        71.08        -70.90         44.37        -36.31 
     7      3        76.85        -77.60         48.27        -53.85 
     7      2        60.11        -62.34         38.27        -71.22 
     7      1         0.92         -0.90          0.51        -67.18 

     1      7        17.77        -15.21         10.30         -6.20 
     1      6        29.40        -25.90         17.28        -21.90 
     1      5        36.91        -38.29         23.50        -43.88 
     1      4        45.51        -44.40         28.10        -71.91 
     1      3        48.96        -49.26         30.69       -103.13 
     1      2        41.01        -52.94         29.36       -132.78 
     1      1         5.71         -5.18          3.02       -166.54 



TELAIO N. 6 - modo n.2

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 6 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 6 - modo n.4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.925           -0.602
    6            -0.323           -0.676
    5             0.353           -0.439
    4             0.793           -0.005
    3             0.798            0.370
    2             0.428            0.421
    1             0.007            0.007



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7       -0.057       0.151         6       -0.054       0.177   
              5       -0.046       0.162         4       -0.034       0.055   
              3       -0.018      -0.047         2       -0.005      -0.122   
              1        0.001      -0.003   

   13         7        0.008       0.129         6        0.008       0.153   
              5        0.006       0.140         4        0.004       0.044   
              3        0.001      -0.038         2       -0.002      -0.094   
              1       -0.001      -0.002   

    7         7        0.014       0.034         6        0.013       0.043   
              5        0.011       0.036         4        0.008       0.008   
              3        0.004      -0.005         2        0.000      -0.009   
              1       -0.002       0.001   

    1         7        0.033       0.093         6        0.032       0.111   
              5        0.027       0.100         4        0.020       0.031   
              3        0.012      -0.025         2        0.005      -0.061   
              1        0.001       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 13    7       -14.61         13.80          5.36          5.36 
 19 - 13    6       -30.22         28.70         11.12         11.12 
 19 - 13    5       -27.87         26.41         10.24         10.24 
 19 - 13    4       -13.62         12.51          4.93          4.93 
 19 - 13    3        14.65        -13.75         -5.36         -5.36 
 19 - 13    2        34.62        -31.84        -12.54        -12.54 
 19 - 13    1        82.77        -75.07        -29.78        -29.78 

 13 -  7    7       -12.10          8.12          4.30          4.30 
 13 -  7    6       -24.99         17.00          8.93          8.93 
 13 -  7    5       -22.62         15.15          8.04          8.04 
 13 -  7    4       -10.83          6.66          3.72          3.72 
 13 -  7    3         9.60         -5.70         -3.26         -3.26 
 13 -  7    2        22.78        -12.92         -7.59         -7.59 
 13 -  7    1        49.56         -6.65        -11.96        -11.96 

  7 -  1    7        -5.95          8.29          2.88          2.88 
  7 -  1    6       -12.70         17.40          6.08          6.08 
  7 -  1    5       -11.20         15.60          5.41          5.41 
  7 -  1    4        -4.28          6.76          2.23          2.23 
  7 -  1    3         4.33         -6.56         -2.20         -2.20 
  7 -  1    2         8.89        -14.63         -4.75         -4.75 
  7 -  1    1         5.54        -11.24         -3.39         -3.39 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7       -14.61         10.23         -7.76         -5.36 
    19      6       -19.99         22.41        -13.25        -16.48 
    19      5        -5.45         23.52         -9.05        -26.72 
    19      4         9.89          7.41          0.78        -31.65 
    19      3        22.06         -9.52          9.87        -26.29 
    19      2        25.11        -45.20         21.97        -13.75 
    19      1        37.58       -205.82         67.61         16.03 

    13      7       -25.90         21.87        -14.93          1.06 
    13      6       -31.81         34.07        -20.59          3.24 
    13      5       -14.96         31.04        -14.37          5.45 
    13      4         7.69          6.29          0.44          6.66 
    13      3        29.63        -20.21         15.58          4.55 
    13      2        34.41        -49.98         26.37         -0.39 
    13      1        74.65       -167.75         67.33        -18.21 

     7      7       -14.07         13.81         -8.71          1.43 
     7      6       -15.89         16.08         -9.99          4.28 
     7      5       -10.27         11.15         -6.70          6.90 
     7      4         0.21          0.18          0.01          8.39 
     7      3        10.20        -10.08          6.34          7.34 
     7      2        11.72        -12.00          7.41          4.49 
     7      1         0.19         -0.17          0.10         -4.08 

     1      7        -8.29          7.74         -5.01          2.88 
     1      6        -9.66         10.00         -6.14          8.96 
     1      5        -5.60          7.75         -4.17         14.37 
     1      4         0.99          0.74          0.08         16.60 
     1      3         7.30         -6.18          4.21         14.40 
     1      2         8.45        -10.35          5.87          9.65 
     1      1         0.89         -0.86          0.48          6.26 



TELAIO N. 6 - modo n.5

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 6 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 6 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 6 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            14.762            1.584
    6            13.297            2.289
    5            11.121            2.707
    4             8.489            2.929
    3             5.591            3.146
    2             2.449            2.408
    1             0.041            0.041



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7        0.402      -0.390         6        0.397      -0.519   
              5        0.378      -0.701         4        0.340      -0.697   
              3        0.272      -0.757         2        0.169      -0.793   
              1        0.029      -0.016   

   13         7       -0.085      -0.338         6       -0.085      -0.452   
              5       -0.084      -0.612         4       -0.080      -0.566   
              3       -0.068      -0.624         2       -0.047      -0.627   
              1       -0.013      -0.014   

    7         7       -0.140      -0.095         6       -0.138      -0.134   
              5       -0.133      -0.168         4       -0.122      -0.096   
              3       -0.103      -0.102         2       -0.075      -0.077   
              1       -0.039       0.001   

    1         7       -0.217      -0.240         6       -0.214      -0.326   
              5       -0.202      -0.438         4       -0.178      -0.381   
              3       -0.141      -0.418         2       -0.087      -0.412   
              1       -0.019       0.004   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 13    7        31.96        -30.00        -11.69        -11.69 
 19 - 13    6        78.72        -74.45        -28.90        -28.90 
 19 - 13    5       112.53       -106.82        -41.39        -41.39 
 19 - 13    4       175.53       -162.25        -63.73        -63.73 
 19 - 13    3       198.58       -185.03        -72.38        -72.38 
 19 - 13    2       213.33       -196.49        -77.32        -77.32 
 19 - 13    1       338.57       -311.17       -122.59       -122.59 

 13 -  7    7        30.90        -20.74        -10.99        -10.99 
 13 -  7    6        72.83        -49.80        -26.09        -26.09 
 13 -  7    5        98.51        -66.43        -35.09        -35.09 
 13 -  7    4       138.19        -84.18        -47.31        -47.31 
 13 -  7    3       152.72        -92.69        -52.22        -52.22 
 13 -  7    2       151.02        -87.72        -50.80        -50.80 
 13 -  7    1       198.43         48.25        -33.12        -33.12 

  7 -  1    7        15.29        -21.07         -7.34         -7.34 
  7 -  1    6        37.72        -50.95        -17.91        -17.91 
  7 -  1    5        50.32        -68.81        -24.07        -24.07 
  7 -  1    4        58.84        -89.86        -30.04        -30.04 
  7 -  1    3        65.47        -99.96        -33.42        -33.42 
  7 -  1    2        60.96        -97.51        -32.01        -32.01 
  7 -  1    1       115.26        -63.47        -36.03        -36.03 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7        31.96        -15.89         14.03         11.69 
    19      6        70.01        -41.79         34.32         40.50 
    19      5        76.26        -77.19         47.56         81.25 
    19      4       102.18        -91.91         60.37        143.38 
    19      3       109.75       -103.25         66.39        213.50 
    19      2       111.27       -241.99        110.35        288.27 
    19      1       100.55      -1156.88        348.18        406.29 

    13      7        60.83        -43.10         32.32         -1.33 
    13      6       107.26        -81.57         58.78         -4.27 
    13      5       127.69       -135.42         82.07         -9.88 
    13      4       168.07       -158.29        101.88        -25.27 
    13      3       182.09       -181.21        113.47        -44.63 
    13      2       167.23       -270.50        136.77        -70.36 
    13      1       241.70       -892.46        314.41       -159.18 

     7      7        36.03        -34.85         22.15         -3.64 
     7      6        53.03        -52.00         32.82        -11.81 
     7      5        65.30        -67.53         41.51        -22.73 
     7      4        76.03        -75.85         47.46        -39.67 
     7      3        82.77        -83.54         51.97        -57.97 
     7      2        65.28        -67.67         41.55        -76.15 
     7      1         0.97         -0.95          0.53        -70.75 

     1      7        21.07        -18.48         12.36         -7.34 
     1      6        32.84        -29.47         19.46        -25.23 
     1      5        39.91        -41.67         25.48        -49.05 
     1      4        48.71        -47.54         30.07        -78.48 
     1      3        52.86        -53.03         33.09       -110.92 
     1      2        44.63        -57.50         31.91       -141.89 
     1      1         5.99         -5.44          3.17       -177.49 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    2            0.00
    1            0.00



TELAIO N. 7 - modo n.1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            14.888            1.497
    6            13.391            2.228
    5            11.163            2.701
    4             8.462            2.948
    3             5.514            3.128
    2             2.387            2.346
    1             0.041            0.041



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   20         7        0.307      -0.212         6        0.303      -0.286   
              5        0.288      -0.380         4        0.257      -0.294   
              3        0.204      -0.314         2        0.126      -0.276   
              1        0.024      -0.074   

   14         7        0.017      -0.320         6        0.016      -0.440   
              5        0.014      -0.614         4        0.011      -0.595   
              3        0.008      -0.660         2        0.005      -0.623   
              1        0.003      -0.245   

    8         7       -0.040      -0.094         6       -0.039      -0.125   
              5       -0.036      -0.149         4       -0.030      -0.058   
              3       -0.023      -0.053         2       -0.016      -0.027   
              1       -0.009      -0.029   

    2         7       -0.385      -0.373         6       -0.381      -0.508   
              5       -0.367      -0.707         4       -0.339      -0.731   
              3       -0.289      -0.805         2       -0.215      -0.774   
              1       -0.119      -0.292   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 20 - 14    7        21.52        -25.52         -8.88         -8.88 
 20 - 14    6        54.50        -64.42        -22.44        -22.44 
 20 - 14    5        78.22        -93.27        -32.36        -32.36 
 20 - 14    4       106.29       -137.00        -45.90        -45.90 
 20 - 14    3       119.98       -155.19        -51.92        -51.92 
 20 - 14    2       112.83       -148.18        -49.25        -49.25 
 20 - 14    1        38.78        -56.24        -17.93        -17.93 

 14 -  8    7        29.20        -19.76        -10.42        -10.42 
 14 -  8    6        70.22        -47.40        -25.02        -25.02 
 14 -  8    5        97.41        -63.77        -34.29        -34.29 
 14 -  8    4       140.39        -78.70        -46.61        -46.61 
 14 -  8    3       155.38        -85.63        -51.28        -51.28 
 14 -  8    2       144.74        -76.19        -47.01        -47.01 
 14 -  8    1        58.77        -33.96        -19.73        -19.73 

  8 -  2    7        14.05        -25.15         -7.92         -7.92 
  8 -  2    6        37.84        -64.16        -20.61        -20.61 
  8 -  2    5        55.31        -93.63        -30.09        -30.09 
  8 -  2    4        72.04       -145.43        -43.93        -43.93 
  8 -  2    3        81.82       -163.93        -49.65        -49.65 
  8 -  2    2        77.08       -158.62        -47.62        -47.62 
  8 -  2    1        30.94        -59.62        -18.29        -18.29 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    20      7        21.52        -19.24         12.74          8.88 
    20      6        35.27        -32.35         21.13         31.31 
    20      5        45.87        -48.55         29.51         63.67 
    20      4        57.75        -57.11         35.89        109.58 
    20      3        62.87        -64.05         39.66        161.49 
    20      2        48.78        -55.07         32.45        210.74 
    20      1       -16.29          5.71         -6.11        228.67 

    14      7        54.72        -34.38         27.84          1.54 
    14      6       100.26        -70.91         53.49          4.13 
    14      5       119.77       -123.02         75.87          6.06 
    14      4       154.37       -143.44         93.06          6.77 
    14      3       167.13       -173.32        106.39          6.14 
    14      2       119.60       -183.42         94.70          3.89 
    14      1       -68.42         31.66        -27.80          5.70 

     8      7        33.81        -32.86         20.83         -2.50 
     8      6        52.38        -51.62         32.50         -6.92 
     8      5        67.46        -70.29         43.05        -11.13 
     8      4        80.45        -80.62         50.34        -13.81 
     8      3        86.82        -87.63         54.52        -15.44 
     8      2        65.64        -65.57         41.00        -14.83 
     8      1        -0.67         -0.13         -0.15        -16.27 

     2      7        25.15         -2.44          8.62         -7.92 
     2      6        61.72        -28.13         28.08        -28.52 
     2      5        65.50        -61.48         39.68        -58.61 
     2      4        83.95        -71.38         48.54       -102.54 
     2      3        92.55        -97.85         59.50       -152.19 
     2      2        60.77       -142.12         63.40       -199.80 
     2      1       -82.51         38.71        -33.67       -218.10 



TELAIO N. 7 - modo n.2

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 7 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 7 - modo n.4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.951           -0.635
    6            -0.316           -0.703
    5             0.386           -0.451
    4             0.838            0.002
    3             0.836            0.391
    2             0.445            0.438
    1             0.007            0.007



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   20         7       -0.048       0.082         6       -0.046       0.098   
              5       -0.039       0.086         4       -0.029       0.023   
              3       -0.017      -0.017         2       -0.007      -0.039   
              1       -0.001      -0.014   

   14         7       -0.003       0.141         6       -0.003       0.164   
              5       -0.002       0.149         4       -0.002       0.048   
              3       -0.002      -0.046         2       -0.002      -0.100   
              1       -0.001      -0.048   

    8         7        0.005       0.028         6        0.005       0.035   
              5        0.005       0.028         4        0.004       0.004   
              3        0.004       0.002         2        0.003       0.003   
              1        0.002      -0.002   

    2         7        0.050       0.164         6        0.048       0.190   
              5        0.041       0.173         4        0.031       0.059   
              3        0.020      -0.056         2        0.010      -0.125   
              1        0.004      -0.057   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 20 - 14    7       -10.34         12.52          4.31          4.31 
 20 - 14    6       -21.55         25.82          8.94          8.94 
 20 - 14    5       -19.18         23.23          8.00          8.00 
 20 - 14    4        -8.05         10.54          3.51          3.51 
 20 - 14    3         8.88        -11.84         -3.91         -3.91 
 20 - 14    2        18.38        -24.66         -8.12         -8.12 
 20 - 14    1         7.67        -11.19         -3.56         -3.56 

 14 -  8    7       -12.72          7.99          4.41          4.41 
 14 -  8    6       -26.00         16.65          9.08          9.08 
 14 -  8    5       -23.24         14.55          8.04          8.04 
 14 -  8    4       -10.98          5.99          3.61          3.61 
 14 -  8    3        10.66         -5.19         -3.37         -3.37 
 14 -  8    2        22.99        -11.09         -7.25         -7.25 
 14 -  8    1        11.42         -6.08         -3.72         -3.72 

  8 -  2    7        -7.65         13.07          4.18          4.18 
  8 -  2    6       -16.11         26.73          8.66          8.66 
  8 -  2    5       -14.24         24.14          7.75          7.75 
  8 -  2    4        -5.60         11.58          3.47          3.47 
  8 -  2    3         6.72        -13.07         -4.00         -4.00 
  8 -  2    2        13.42        -27.46         -8.26         -8.26 
  8 -  2    1         6.73        -12.77         -3.94         -3.94 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    20      7       -10.34          9.84         -6.31         -4.31 
    20      6       -11.70         12.09         -7.43        -13.25 
    20      5        -7.09          9.03         -5.04        -21.25 
    20      4         0.98          0.25          0.23        -24.76 
    20      3         9.14         -8.46          5.50        -20.85 
    20      2         9.92        -10.70          6.44        -12.73 
    20      1        -3.03          1.08         -1.14         -9.17 

    14      7       -25.25         21.21        -14.52         -0.09 
    14      6       -30.61         33.27        -19.96         -0.23 
    14      5       -13.20         30.24        -13.57         -0.27 
    14      4         8.72          7.03          0.53         -0.37 
    14      3        29.54        -20.31         15.58         -0.91 
    14      2        27.35        -36.15         19.84         -1.78 
    14      1       -13.53          6.32         -5.51         -1.61 

     8      7       -15.64         15.41         -9.70          0.22 
     8      6       -17.36         17.57        -10.91          0.64 
     8      5       -11.22         11.97         -7.25          0.93 
     8      4         0.39         -0.32          0.22          1.07 
     8      3        11.59        -11.63          7.26          1.70 
     8      2        12.89        -12.73          8.01          2.70 
     8      1         0.08         -0.12          0.06          2.92 

     2      7       -13.07          8.71         -6.80          4.18 
     2      6       -18.02         20.93        -12.17         12.84 
     2      5        -3.21         22.36         -7.99         20.60 
     2      4        10.78          8.67          0.66         24.06 
     2      3        21.74        -10.06          9.94         20.06 
     2      2        17.40        -28.94         14.48         11.81 
     2      1       -16.17          7.64         -6.61          7.87 



TELAIO N. 7 - modo n.5

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 7 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 7 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 7 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            15.496            1.696
    6            13.921            2.418
    5            11.616            2.847
    4             8.846            3.071
    3             5.806            3.281
    2             2.529            2.487
    1             0.042            0.042



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   20         7        0.323      -0.237         6        0.318      -0.313   
              5        0.301      -0.404         4        0.268      -0.306   
              3        0.213      -0.327         2        0.131      -0.290   
              1        0.025      -0.078   

   14         7        0.018      -0.365         6        0.017      -0.487   
              5        0.015      -0.655         4        0.012      -0.621   
              3        0.009      -0.688         2        0.005      -0.657   
              1        0.003      -0.260   

    8         7       -0.042      -0.102         6       -0.041      -0.134   
              5       -0.037      -0.158         4       -0.032      -0.061   
              3       -0.025      -0.055         2       -0.017      -0.028   
              1       -0.009      -0.030   

    2         7       -0.402      -0.427         6       -0.398      -0.562   
              5       -0.383      -0.754         4       -0.353      -0.763   
              3       -0.301      -0.840         2       -0.224      -0.816   
              1       -0.123      -0.310   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 20 - 14    7        25.02        -29.83        -10.35        -10.35 
 20 - 14    6        60.79        -72.00        -25.05        -25.05 
 20 - 14    5        83.48        -99.62        -34.55        -34.55 
 20 - 14    4       111.02       -143.14        -47.96        -47.96 
 20 - 14    3       125.23       -162.02        -54.20        -54.20 
 20 - 14    2       119.04       -156.43        -51.98        -51.98 
 20 - 14    1        41.17        -59.76        -19.04        -19.04 

 14 -  8    7        33.30        -22.23        -11.81        -11.81 
 14 -  8    6        77.65        -52.08        -27.60        -27.60 
 14 -  8    5       103.80        -67.81        -36.51        -36.51 
 14 -  8    4       146.63        -82.14        -48.67        -48.67 
 14 -  8    3       162.12        -89.28        -53.49        -53.49 
 14 -  8    2       152.60        -80.15        -49.52        -49.52 
 14 -  8    1        62.40        -35.94        -20.92        -20.92 

  8 -  2    7        16.80        -29.79         -9.41         -9.41 
  8 -  2    6        42.65        -72.11        -23.19        -23.19 
  8 -  2    5        59.19       -100.20        -32.20        -32.20 
  8 -  2    4        75.28       -152.02        -45.92        -45.92 
  8 -  2    3        85.46       -171.21        -51.85        -51.85 
  8 -  2    2        81.47       -167.65        -50.33        -50.33 
  8 -  2    1        33.01        -63.57        -19.51        -19.51 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    20      7        25.02        -22.76         14.93         10.35 
    20      6        38.45        -35.74         23.18         35.35 
    20      5        48.33        -51.35         31.15         69.49 
    20      4        60.21        -59.54         37.42        116.41 
    20      3        66.15        -67.26         41.69        169.02 
    20      2        51.92        -58.48         34.50        219.33 
    20      1       -17.31          6.12         -6.51        237.78 

    14      7        63.11        -43.88         33.28          1.61 
    14      6       108.55        -81.34         59.09          4.30 
    14      5       125.93       -131.61         80.30          6.31 
    14      4       161.24       -150.02         97.12          7.05 
    14      3       176.87       -181.75        112.00          6.44 
    14      2       128.18       -194.94        100.95          4.42 
    14      1       -72.79         33.75        -29.59          6.14 

     8      7        38.95        -37.97         24.04         -2.61 
     8      6        57.11        -56.43         35.48         -7.22 
     8      5        71.12        -74.14         45.39        -11.59 
     8      4        83.84        -84.01         52.46        -14.39 
     8      3        91.19        -92.02         57.25        -16.13 
     8      2        69.73        -69.62         43.55        -15.63 
     8      1        -0.72         -0.19         -0.18        -17.14 

     2      7        29.79        -13.56         12.30         -9.41 
     2      6        66.68        -37.07         31.67        -32.54 
     2      5        69.11        -67.86         42.30        -64.31 
     2      4        88.33        -75.57         50.80       -109.13 
     2      3        99.28       -102.55         62.87       -159.34 
     2      2        66.38       -151.28         67.94       -207.94 
     2      1       -87.72         41.21        -35.82       -226.77 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    2            0.00



TELAIO N. 8 - modo n.1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            16.296            1.690
    6            14.606            2.465
    5            12.141            2.967
    4             9.174            3.223
    3             5.951            3.396
    2             2.555            2.512
    1             0.043            0.043



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   21         7        0.073      -0.317         6        0.071      -0.557   
              5        0.066      -0.729         4        0.056      -0.837   
              3        0.043      -0.893         2        0.026      -0.920   
              1        0.004      -0.105   

   15         7        0.394      -0.173         6        0.391      -0.266   
              5        0.378      -0.337         4        0.350      -0.262   
              3        0.299      -0.280         2        0.222      -0.211   
              1        0.120      -0.193   

    9         7        0.005      -0.373         6        0.004      -0.494   
              5        0.004      -0.675         4        0.004      -0.649   
              3        0.004      -0.703         2        0.004      -0.699   
              1        0.005      -0.018   

    3         7       -0.370      -0.237         6       -0.365      -0.314   
              5       -0.346      -0.408         4       -0.309      -0.312   
              3       -0.244      -0.332         2       -0.150      -0.278   
              1       -0.027      -0.003   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 21 - 15    7        12.19        -10.42         -4.27         -4.27 
 21 - 15    6        19.25        -15.65         -6.58         -6.58 
 21 - 15    5        24.29        -19.46         -8.26         -8.26 
 21 - 15    4        25.90        -18.83         -8.44         -8.44 
 21 - 15    3        27.23        -19.68         -8.85         -8.85 
 21 - 15    2        26.66        -17.93         -8.41         -8.41 
 21 - 15    1         5.78         -6.87         -2.39         -2.39 

 15 -  9    7        19.73        -28.10        -10.18        -10.18 
 15 -  9    6        56.36        -72.90        -27.50        -27.50 
 15 -  9    5        80.30       -104.77        -39.38        -39.38 
 15 -  9    4       109.46       -153.88        -56.03        -56.03 
 15 -  9    3       123.37       -172.05        -62.86        -62.86 
 15 -  9    2       112.93       -168.92        -59.97        -59.97 
 15 -  9    1        37.96        -17.80        -11.86        -11.86 

  9 -  3    7        30.07        -24.67        -11.06        -11.06 
  9 -  3    6        74.15        -61.79        -27.46        -27.46 
  9 -  3    5       106.21        -87.87        -39.21        -39.21 
  9 -  3    4       155.02       -118.27        -55.21        -55.21 
  9 -  3    3       173.32       -132.87        -61.86        -61.86 
  9 -  3    2       172.66       -126.81        -60.50        -60.50 
  9 -  3    1       288.50        -69.77        -72.38        -72.38 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    21      7        12.19         -4.75          5.29          4.27 
    21      6        14.50         -9.18          7.40         10.85 
    21      5        15.11        -11.77          8.40         19.11 
    21      4        14.14        -12.40          8.29         27.55 
    21      3        14.83        -13.97          9.00         36.40 
    21      2        12.69        -37.97         15.83         44.81 
    21      1       -32.19         12.77        -12.49         47.20 

    15      7        30.15        -27.28         17.95          5.91 
    15      6        44.73        -42.53         27.27         26.83 
    15      5        57.23        -59.53         36.49         57.95 
    15      4        68.75        -68.22         42.81        105.53 
    15      3        74.83        -76.94         47.43        159.54 
    15      2        53.92        -54.48         33.88        211.10 
    15      1        -9.65          4.33         -3.89        220.57 

     9      7        58.17        -37.71         29.96          0.88 
     9      6       109.33        -78.83         58.80          0.84 
     9      5       132.15       -136.55         83.97          0.68 
     9      4       172.35       -163.20        104.86         -0.14 
     9      3       182.16       -182.91        114.08         -1.14 
     9      2       158.68       -273.63        135.10         -0.61 
     9      1        32.66       -971.15        278.84         59.90 

     3      7        24.67        -22.28         14.67        -11.06 
     3      6        39.51        -36.60         23.79        -38.52 
     3      5        51.27        -54.24         32.97        -77.73 
     3      4        64.03        -63.40         39.82       -132.94 
     3      3        69.47        -71.14         43.94       -194.80 
     3      2        55.66        -64.20         37.46       -255.30 
     3      1         5.57         -6.11          3.24       -327.67 



TELAIO N. 8 - modo n.2

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 8 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 8 - modo n.4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.985           -0.678
    6            -0.308           -0.738
    5             0.430           -0.467
    4             0.897            0.011
    3             0.886            0.418
    2             0.468            0.460
    1             0.008            0.008



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   21         7       -0.013       0.144         6       -0.012       0.202   
              5       -0.011       0.173         4       -0.008       0.064   
              3       -0.005      -0.065         2       -0.002      -0.152   
              1        0.000      -0.021   

   15         7       -0.047       0.060         6       -0.045       0.082   
              5       -0.039       0.069         4       -0.029       0.019   
              3       -0.018      -0.013         2       -0.009      -0.024   
              1       -0.004      -0.032   

    9         7        0.002       0.150         6        0.002       0.172   
              5        0.002       0.153         4        0.002       0.048   
              3        0.001      -0.046         2        0.001      -0.109   
              1        0.001      -0.003   

    3         7        0.054       0.084         6        0.052       0.100   
              5        0.044       0.086         4        0.032       0.023   
              3        0.018      -0.017         2        0.007      -0.037   
              1        0.000       0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 21 - 15    7        -4.51          3.48          1.51          1.51 
 21 - 15    6        -6.23          4.75          2.07          2.07 
 21 - 15    5        -5.32          4.04          1.77          1.77 
 21 - 15    4        -1.97          1.42          0.64          0.64 
 21 - 15    3         1.67         -1.03         -0.51         -0.51 
 21 - 15    2         4.00         -2.42         -1.21         -1.21 
 21 - 15    1         0.88         -1.02         -0.36         -0.36 

 15 -  9    7        -9.97         13.74          5.04          5.04 
 15 -  9    6       -22.18         28.64         10.81         10.81 
 15 -  9    5       -19.22         25.26          9.46          9.46 
 15 -  9    4        -7.69         10.95          3.96          3.96 
 15 -  9    3         9.68        -13.46         -4.92         -4.92 
 15 -  9    2        18.78        -28.61        -10.08        -10.08 
 15 -  9    1         8.07         -4.74         -2.72         -2.72 

  9 -  3    7       -13.99         11.38          5.12          5.12 
  9 -  3    6       -28.38         23.46         10.47         10.47 
  9 -  3    5       -25.14         20.54          9.23          9.23 
  9 -  3    4       -10.93          8.25          3.87          3.87 
  9 -  3    3        13.02         -9.90         -4.63         -4.63 
  9 -  3    2        28.30        -20.41         -9.84         -9.84 
  9 -  3    1        67.91        -13.69        -16.48        -16.48 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    21      7        -4.51          2.69         -2.25         -1.51 
    21      6        -3.54          4.45         -2.50         -3.58 
    21      5        -0.87          4.24         -1.60         -5.34 
    21      4         2.27          1.73          0.17         -5.98 
    21      3         3.40         -0.70          1.28         -5.47 
    21      2         3.30         -7.38          3.34         -4.26 
    21      1        -6.50          2.66         -2.55         -3.91 

    15      7       -13.44         12.74         -8.18         -3.54 
    15      6       -14.19         14.59         -8.99        -12.28 
    15      5        -8.67         10.22         -5.90        -19.97 
    15      4         1.11         -0.11          0.38        -23.30 
    15      3        10.61        -10.27          6.52        -18.89 
    15      2        10.92        -10.67          6.75        -10.01 
    15      1        -1.58          0.70         -0.64         -7.65 

     9      7       -27.73         24.02        -16.17         -0.08 
     9      6       -33.00         36.17        -21.62          0.26 
     9      5       -14.23         31.97        -14.44          0.49 
     9      4        10.09          5.72          1.37          0.58 
     9      3        32.20        -21.48         16.77          0.29 
     9      2        35.43        -53.39         27.76          0.04 
     9      1        19.26       -178.12         54.83         13.80 

     3      7       -11.38         10.89         -6.96          5.12 
     3      6       -12.58         13.01         -8.00         15.60 
     3      5        -7.53          9.47         -5.31         24.83 
     3      4         1.22          0.03          0.37         28.70 
     3      3         9.93         -9.31          6.01         24.07 
     3      2        11.10        -12.27          7.30         14.23 
     3      1         1.42         -1.30          0.75         -2.25 



TELAIO N. 8 - modo n.5

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 8 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 8 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 8 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            16.555            1.854
    6            14.822            2.602
    5            12.334            3.047
    4             9.363            3.276
    3             6.118            3.477
    2             2.646            2.602
    1             0.044            0.044



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   21         7        0.075      -0.357         6        0.073      -0.601   
              5        0.067      -0.758         4        0.058      -0.853   
              3        0.044      -0.909         2        0.026      -0.949   
              1        0.004      -0.109   

   15         7        0.402      -0.186         6        0.399      -0.282   
              5        0.386      -0.348         4        0.356      -0.267   
              3        0.304      -0.284         2        0.226      -0.216   
              1        0.122      -0.199   

    9         7        0.005      -0.410         6        0.005      -0.530   
              5        0.004      -0.701         4        0.004      -0.661   
              3        0.004      -0.716         2        0.005      -0.719   
              1        0.005      -0.018   

    3         7       -0.379      -0.256         6       -0.373      -0.334   
              5       -0.354      -0.422         4       -0.314      -0.318   
              3       -0.248      -0.338         2       -0.152      -0.286   
              1       -0.027      -0.003   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 21 - 15    7        13.24        -11.17         -4.61         -4.61 
 21 - 15    6        20.49        -16.57         -6.99         -6.99 
 21 - 15    5        25.18        -20.13         -8.55         -8.55 
 21 - 15    4        26.39        -19.17         -8.60         -8.60 
 21 - 15    3        27.71        -20.01         -9.00         -9.00 
 21 - 15    2        27.42        -18.39         -8.64         -8.64 
 21 - 15    1         5.95         -7.06         -2.46         -2.46 

 15 -  9    7        22.66        -32.07        -11.64        -11.64 
 15 -  9    6        61.39        -79.40        -29.96        -29.96 
 15 -  9    5        83.58       -109.10        -41.00        -41.00 
 15 -  9    4       111.52       -156.82        -57.09        -57.09 
 15 -  9    3       125.72       -175.32        -64.05        -64.05 
 15 -  9    2       116.45       -174.32        -61.86        -61.86 
 15 -  9    1        39.57        -18.80        -12.42        -12.42 

  9 -  3    7        33.95        -27.79        -12.47        -12.47 
  9 -  3    6        80.48        -66.99        -29.79        -29.79 
  9 -  3    5       110.50        -91.36        -40.78        -40.78 
  9 -  3    4       157.97       -120.49        -56.25        -56.25 
  9 -  3    3       176.57       -135.35        -63.01        -63.01 
  9 -  3    2       178.01       -130.65        -62.35        -62.35 
  9 -  3    1       301.04        -72.44        -75.44        -75.44 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    21      7        13.24         -5.89          5.93          4.61 
    21      6        15.13        -10.41          7.90         11.59 
    21      5        15.49        -12.67          8.70         20.08 
    21      4        14.57        -12.83          8.46         28.53 
    21      3        15.52        -14.22          9.24         37.28 
    21      2        13.49        -39.45         16.53         45.62 
    21      1       -33.51         13.33        -13.01         48.01 

    15      7        33.73        -30.86         20.18          7.11 
    15      6        47.46        -45.48         29.04         30.00 
    15      5        58.80        -61.32         37.53         61.99 
    15      4        69.93        -69.39         43.54        109.36 
    15      3        76.81        -78.88         48.65        162.79 
    15      2        56.10        -56.59         35.22        214.32 
    15      1        -9.97          4.47         -4.01        223.86 

     9      7        66.02        -47.43         35.30          0.90 
     9      6       115.54        -88.03         63.37          0.91 
     9      5       135.55       -142.33         86.66          0.86 
     9      4       175.68       -166.40        106.77         -0.60 
     9      3       188.16       -187.10        117.19         -1.19 
     9      2       166.18       -284.30        140.75         -0.62 
     9      1        38.07      -1000.73        287.78         62.44 

     3      7        27.79        -25.48         16.65        -12.47 
     3      6        41.93        -39.30         25.38        -42.21 
     3      5        52.66        -55.90         33.92        -82.55 
     3      4        65.14        -64.49         40.51       -137.63 
     3      3        71.32        -72.91         45.07       -198.87 
     3      2        57.88        -66.62         38.91       -259.29 
     3      1         5.83         -6.34          3.38       -332.29 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    4            0.00
    2            0.00
    1            0.00



TELAIO N. 9 - modo n.1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            17.704            1.884
    6            15.820            2.702
    5            13.118            3.232
    4             9.886            3.498
    3             6.388            3.664
    2             2.723            2.678
    1             0.046            0.046



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   22         7        0.080      -0.356         6        0.078      -0.616   
              5        0.072      -0.796         4        0.062      -0.910   
              3        0.047      -0.967         2        0.028      -0.986   
              1        0.004      -0.111   

   16         7        0.430      -0.192         6        0.427      -0.293   
              5        0.412      -0.368         4        0.381      -0.285   
              3        0.325      -0.302         2        0.241      -0.228   
              1        0.130      -0.206   

   10         7        0.005      -0.417         6        0.005      -0.545   
              5        0.004      -0.737         4        0.004      -0.706   
              3        0.004      -0.761         2        0.005      -0.749   
              1        0.005      -0.019   

    4         7       -0.404      -0.264         6       -0.398      -0.347   
              5       -0.378      -0.446         4       -0.336      -0.339   
              3       -0.266      -0.360         2       -0.163      -0.299   
              1       -0.029      -0.003   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 22 - 16    7        13.58        -11.57         -4.75         -4.75 
 22 - 16    6        21.22        -17.24         -7.26         -7.26 
 22 - 16    5        26.52        -21.25         -9.01         -9.01 
 22 - 16    4        28.17        -20.47         -9.18         -9.18 
 22 - 16    3        29.50        -21.31         -9.59         -9.59 
 22 - 16    2        28.60        -19.26         -9.03         -9.03 
 22 - 16    1         6.17         -7.33         -2.55         -2.55 

 16 - 10    7        22.19        -31.59        -11.44        -11.44 
 16 - 10    6        62.38        -80.67        -30.44        -30.44 
 16 - 10    5        87.73       -114.44        -43.01        -43.01 
 16 - 10    4       119.00       -167.30        -60.91        -60.91 
 16 - 10    3       133.47       -186.21        -68.02        -68.02 
 16 - 10    2       121.09       -181.03        -64.28        -64.28 
 16 - 10    1        40.35        -18.80        -12.58        -12.58 

 10 -  4    7        33.75        -27.67        -12.41        -12.41 
 10 -  4    6        82.01        -68.34        -30.37        -30.37 
 10 -  4    5       116.01        -95.98        -42.83        -42.83 
 10 -  4    4       168.55       -128.59        -60.03        -60.03 
 10 -  4    3       187.62       -143.78        -66.95        -66.95 
 10 -  4    2       185.10       -135.99        -64.87        -64.87 
 10 -  4    1       303.42        -74.18        -76.28        -76.28 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    22      7        13.58         -5.53          5.97          4.75 
    22      6        15.69        -10.11          8.06         12.00 
    22      5        16.41        -12.87          9.15         21.01 
    22      4        15.29        -13.52          9.01         30.19 
    22      3        15.98        -15.38          9.80         39.78 
    22      2        13.23        -40.35         16.74         48.81 
    22      1       -34.19         13.57        -13.27         51.36 

    16      7        33.76        -30.63         20.12          6.70 
    16      6        48.99        -46.66         29.89         29.88 
    16      5        62.31        -64.86         39.74         63.88 
    16      4        74.61        -74.08         46.47        115.62 
    16      3        80.70        -83.02         51.16        174.05 
    16      2        57.33        -58.00         36.04        229.30 
    16      1       -10.32          4.63         -4.15        239.33 

    10      7        65.35        -43.59         34.04          0.96 
    10      6       119.09        -86.78         64.33          0.90 
    10      5       143.67       -148.96         91.45          0.71 
    10      4       186.89       -177.46        113.86         -0.17 
    10      3       196.37       -198.44        123.38         -1.24 
    10      2       167.69       -291.00        143.34         -0.66 
    10      1        31.22      -1025.24        293.46         63.04 

     4      7        27.67        -25.09         16.49        -12.41 
     4      6        43.25        -40.18         26.07        -42.78 
     4      5        55.81        -59.10         35.91        -85.61 
     4      4        69.49        -68.86         43.23       -145.64 
     4      3        74.93        -76.81         47.42       -212.59 
     4      2        59.18        -68.36         39.86       -277.45 
     4      1         5.82         -6.43          3.40       -353.74 



TELAIO N. 9 - modo n.2

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 9 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 9 - modo n.4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.020           -0.720
    6            -0.299           -0.773
    5             0.473           -0.483
    4             0.956            0.020
    3             0.936            0.445
    2             0.491            0.483
    1             0.008            0.008



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   22         7       -0.014       0.153         6       -0.013       0.214   
              5       -0.011       0.180         4       -0.008       0.065   
              3       -0.005      -0.070         2       -0.002      -0.160   
              1        0.000      -0.022   

   16         7       -0.049       0.063         6       -0.047       0.087   
              5       -0.041       0.072         4       -0.030       0.020   
              3       -0.019      -0.014         2       -0.009      -0.025   
              1       -0.004      -0.033   

   10         7        0.002       0.160         6        0.002       0.181   
              5        0.002       0.159         4        0.002       0.048   
              3        0.001      -0.050         2        0.001      -0.115   
              1        0.001      -0.003   

    4         7        0.057       0.089         6        0.054       0.105   
              5        0.046       0.089         4        0.034       0.024   
              3        0.019      -0.019         2        0.007      -0.039   
              1        0.000       0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 22 - 16    7        -4.81          3.70          1.60          1.60 
 22 - 16    6        -6.57          5.01          2.19          2.19 
 22 - 16    5        -5.53          4.21          1.84          1.84 
 22 - 16    4        -2.00          1.44          0.65          0.65 
 22 - 16    3         1.82         -1.12         -0.56         -0.56 
 22 - 16    2         4.22         -2.55         -1.28         -1.28 
 22 - 16    1         0.92         -1.07         -0.37         -0.37 

 16 - 10    7       -10.63         14.66          5.38          5.38 
 16 - 10    6       -23.42         30.24         11.42         11.42 
 16 - 10    5       -20.01         26.30          9.85          9.85 
 16 - 10    4        -7.76         11.06          4.00          4.00 
 16 - 10    3        10.46        -14.55         -5.32         -5.32 
 16 - 10    2        19.82        -30.18        -10.64        -10.64 
 16 - 10    1         8.45         -4.97         -2.85         -2.85 

 10 -  4    7       -14.92         12.13          5.47          5.47 
 10 -  4    6       -29.97         24.77         11.06         11.06 
 10 -  4    5       -26.17         21.39          9.61          9.61 
 10 -  4    4       -11.04          8.33          3.91          3.91 
 10 -  4    3        14.09        -10.70         -5.01         -5.01 
 10 -  4    2        29.85        -21.55        -10.38        -10.38 
 10 -  4    1        71.42        -14.36        -17.33        -17.33 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    22      7        -4.81          2.94         -2.42         -1.60 
    22      6        -3.63          4.68         -2.60         -3.79 
    22      5        -0.85          4.42         -1.65         -5.63 
    22      4         2.42          1.78          0.20         -6.28 
    22      3         3.60         -0.81          1.38         -5.72 
    22      2         3.41         -7.72          3.48         -4.44 
    22      1        -6.79          2.78         -2.66         -4.07 

    16      7       -14.33         13.60         -8.73         -3.78 
    16      6       -14.83         15.29         -9.41        -13.01 
    16      5        -8.93         10.56         -6.09        -21.03 
    16      4         1.36         -0.30          0.52        -24.38 
    16      3        11.28        -10.94          6.94        -19.61 
    16      2        11.43        -11.18          7.07        -10.25 
    16      1        -1.66          0.74         -0.67         -7.77 

    10      7       -29.58         25.94        -17.35         -0.08 
    10      6       -34.27         37.99        -22.58          0.27 
    10      5       -14.48         33.16        -14.89          0.52 
    10      4        11.06          5.53          1.73          0.61 
    10      3        34.17        -23.10         17.90          0.30 
    10      2        36.94        -55.88         29.01          0.04 
    10      1        20.50       -187.89         57.89         14.52 

     4      7       -12.13         11.63         -7.43          5.47 
     4      6       -13.14         13.64         -8.37         16.52 
     4      5        -7.75          9.79         -5.48         26.13 
     4      4         1.46         -0.14          0.50         30.05 
     4      3        10.56         -9.92          6.40         25.04 
     4      2        11.62        -12.86          7.65         14.65 
     4      1         1.49         -1.37          0.79         -2.68 



TELAIO N. 9 - modo n.5

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 9 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 9 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 9 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            17.700            2.023
    6            15.800            2.801
    5            13.114            3.264
    4             9.927            3.498
    3             6.460            3.690
    2             2.775            2.728
    1             0.047            0.047



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   22         7        0.081      -0.391         6        0.078      -0.651   
              5        0.072      -0.813         4        0.062      -0.912   
              3        0.047      -0.969         2        0.028      -1.000   
              1        0.004      -0.114   

   16         7        0.432      -0.202         6        0.428      -0.305   
              5        0.413      -0.374         4        0.382      -0.286   
              3        0.325      -0.303         2        0.241      -0.229   
              1        0.130      -0.209   

   10         7        0.005      -0.448         6        0.005      -0.574   
              5        0.005      -0.752         4        0.004      -0.707   
              3        0.004      -0.763         2        0.005      -0.759   
              1        0.005      -0.019   

    4         7       -0.407      -0.279         6       -0.401      -0.361   
              5       -0.379      -0.453         4       -0.337      -0.340   
              3       -0.266      -0.360         2       -0.163      -0.302   
              1       -0.029      -0.003   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 22 - 16    7        14.46        -12.16         -5.02         -5.02 
 22 - 16    6        22.18        -17.92         -7.57         -7.57 
 22 - 16    5        27.01        -21.60         -9.17         -9.17 
 22 - 16    4        28.23        -20.51         -9.20         -9.20 
 22 - 16    3        29.54        -21.32         -9.60         -9.60 
 22 - 16    2        28.94        -19.43         -9.13         -9.13 
 22 - 16    1         6.25         -7.43         -2.58         -2.58 

 16 - 10    7        24.85        -35.17        -12.77        -12.77 
 16 - 10    6        66.57        -86.08        -32.48        -32.48 
 16 - 10    5        89.72       -117.08        -44.00        -44.00 
 16 - 10    4       119.27       -167.71        -61.06        -61.06 
 16 - 10    3       133.80       -186.68        -68.19        -68.19 
 16 - 10    2       122.81       -183.73        -65.22        -65.22 
 16 - 10    1        41.38        -19.56        -12.96        -12.96 

 10 -  4    7        37.22        -30.44        -13.67        -13.67 
 10 -  4    6        87.23        -72.61        -32.29        -32.29 
 10 -  4    5       118.58        -98.05        -43.76        -43.76 
 10 -  4    4       168.94       -128.86        -60.16        -60.16 
 10 -  4    3       188.04       -144.10        -67.10        -67.10 
 10 -  4    2       187.68       -137.81        -65.75        -65.75 
 10 -  4    1       314.14        -75.83        -78.77        -78.77 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    22      7        14.46         -6.61          6.54          5.02 
    22      6        16.08        -11.19          8.44         12.58 
    22      5        16.53        -13.58          9.32         21.69 
    22      4        15.50        -13.75          9.04         30.74 
    22      3        16.43        -15.39          9.89         40.08 
    22      2        13.84        -41.23         17.20         48.90 
    22      1       -34.99         13.90        -13.58         51.41 

    16      7        36.91        -33.82         22.10          7.81 
    16      6        51.00        -48.94         31.23         32.66 
    16      5        62.94        -65.67         40.19         67.04 
    16      4        74.66        -74.13         46.50        117.78 
    16      3        81.47        -83.71         51.62        174.73 
    16      2        58.67        -59.25         36.85        229.11 
    16      1       -10.47          4.70         -4.21        239.06 

    10      7        72.38        -52.75         38.96          0.97 
    10      6       123.50        -94.75         67.96          0.95 
    10      5       144.86       -152.50         92.75          0.89 
    10      4       187.40       -177.97        114.05         -0.63 
    10      3       199.43       -199.63        124.63         -1.28 
    10      2       172.74       -297.34        146.88         -0.66 
    10      1        39.13      -1049.05        301.41         65.18 

     4      7        30.44        -27.97         18.25        -13.67 
     4      6        45.04        -42.30         27.29        -45.91 
     4      5        56.35        -59.87         36.32        -89.23 
     4      4        69.54        -68.90         43.26       -148.22 
     4      3        75.66        -77.42         47.84       -213.52 
     4      2        60.53        -69.77         40.72       -277.31 
     4      1         6.07         -6.63          3.53       -353.56 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    4            0.00
    2            0.00
    1            0.00



TELAIO N. 10 - modo n.1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            19.229            2.093
    6            17.136            2.959
    5            14.177            3.520
    4            10.657            3.796
    3             6.860            3.955
    2             2.906            2.857
    1             0.048            0.048



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   23         7        0.673      -0.539         6        0.667      -0.688   
              5        0.645      -0.920         4        0.599      -0.917   
              3        0.514      -0.993         2        0.384      -0.912   
              1        0.211      -0.347   

   17         7       -0.504      -0.484         6       -0.503      -0.668   
              5       -0.491      -0.881         4       -0.463      -0.886   
              3       -0.402      -0.959         2       -0.303      -0.880   
              1       -0.167      -0.336   

   11         7        0.364      -0.210         6        0.364      -0.346   
              5        0.356      -0.415         4        0.335      -0.325   
              3        0.291      -0.329         2        0.219      -0.263   
              1        0.121      -0.136   

    5         7       -0.533      -0.545         6       -0.528      -0.694   
              5       -0.510      -0.930         4       -0.472      -0.946   
              3       -0.403      -1.025         2       -0.300      -0.953   
              1       -0.165      -0.352   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 23 - 17    7        33.22        -31.18        -12.15        -12.15 
 23 - 17    6        88.69        -87.38        -33.22        -33.22 
 23 - 17    5       133.32       -130.79        -49.83        -49.83 
 23 - 17    4       215.92       -212.80        -80.89        -80.89 
 23 - 17    3       247.33       -243.82        -92.67        -92.67 
 23 - 17    2       236.00       -232.71        -88.44        -88.44 
 23 - 17    1        83.09        -81.94        -31.14        -31.14 

 17 - 11    7        24.06        -20.27         -9.43         -9.43 
 17 - 11    6        31.05        -26.57        -12.26        -12.26 
 17 - 11    5        37.75        -31.28        -14.69        -14.69 
 17 - 11    4        36.23        -28.43        -13.76        -13.76 
 17 - 11    3        37.36        -28.61        -14.04        -14.04 
 17 - 11    2        32.74        -24.16        -12.10        -12.10 
 17 - 11    1        13.77        -10.99         -5.27         -5.27 

 11 -  5    7        16.80        -30.10         -9.47         -9.47 
 11 -  5    6        58.03        -81.97        -28.28        -28.28 
 11 -  5    5        84.85       -120.30        -41.44        -41.44 
 11 -  5    4       120.87       -188.67        -62.53        -62.53 
 11 -  5    3       137.72       -213.74        -71.00        -71.00 
 11 -  5    2       126.91       -202.23        -66.49        -66.49 
 11 -  5    1        49.14        -72.77        -24.63        -24.63 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    23      7        33.22         -7.97         12.87         12.15 
    23      6        80.72        -41.58         38.22         45.37 
    23      5        91.74        -92.29         57.51         95.20 
    23      4       123.63       -110.73         73.24        176.09 
    23      3       136.60       -150.28         89.65        268.77 
    23      2        85.71       -181.14         83.39        357.20 
    23      1       -98.05         46.00        -40.02        388.34 

    17      7        55.24        -24.15         24.81         -2.72 
    17      6        94.27        -58.34         47.69        -23.68 
    17      5       110.21       -109.26         68.58        -58.82 
    17      4       139.77       -127.52         83.53       -125.96 
    17      3       153.67       -166.96        100.20       -204.59 
    17      2        98.49       -190.38         90.27       -280.92 
    17      1       -94.67         44.31        -38.61       -306.79 

    11      7        37.07        -32.87         21.86          0.04 
    11      6        51.73        -49.59         31.66         16.06 
    11      5        66.53        -69.30         42.45         42.82 
    11      4        80.00        -79.89         49.96         91.59 
    11      3        86.44        -88.49         54.67        148.56 
    11      2        62.57        -66.50         40.34        202.95 
    11      1        -6.37          2.63         -2.50        222.31 

     5      7        30.10         -4.95         10.95         -9.47 
     5      6        77.02        -37.09         35.66        -37.76 
     5      5        83.20        -80.50         51.16        -79.20 
     5      4       108.17        -94.85         63.45       -141.73 
     5      3       118.89       -131.14         78.14       -212.73 
     5      2        71.09       -172.45         76.11       -279.23 
     5      1       -99.68         46.82        -40.70       -303.86 



TELAIO N. 10 - modo n.2

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 10 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 10 - modo n.4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.057           -0.767
    6            -0.290           -0.810
    5             0.520           -0.499
    4             1.020            0.029
    3             0.990            0.475
    2             0.516            0.507
    1             0.008            0.008



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   23         7       -0.073       0.195         6       -0.070       0.218   
              5       -0.060       0.190         4       -0.044       0.059   
              3       -0.025      -0.066         2       -0.011      -0.136   
              1       -0.004      -0.062   

   17         7        0.050       0.180         6        0.048       0.213   
              5        0.041       0.182         4        0.028       0.057   
              3        0.014      -0.064         2        0.004      -0.132   
              1        0.000      -0.060   

   11         7       -0.038       0.062         6       -0.036       0.092   
              5       -0.031       0.074         4       -0.022       0.021   
              3       -0.011      -0.011         2       -0.003      -0.025   
              1       -0.001      -0.017   

    5         7        0.060       0.201         6        0.058       0.222   
              5        0.050       0.194         4        0.037       0.062   
              3        0.022      -0.070         2        0.010      -0.145   
              1        0.004      -0.064   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 23 - 17    7       -18.61         18.04          6.92          6.92 
 23 - 17    6       -37.37         37.01         14.03         14.03 
 23 - 17    5       -32.42         31.95         12.15         12.15 
 23 - 17    4       -13.70         13.52          5.14          5.14 
 23 - 17    3        22.25        -22.09         -8.37         -8.37 
 23 - 17    2        41.99        -41.54        -15.76        -15.76 
 23 - 17    1        18.97        -18.81         -7.13         -7.13 

 17 - 11    7        -6.65          5.01          2.48          2.48 
 17 - 11    6        -7.93          6.25          3.02          3.02 
 17 - 11    5        -6.73          5.22          2.54          2.54 
 17 - 11    4        -2.32          1.81          0.88          0.88 
 17 - 11    3         1.71         -0.97         -0.57         -0.57 
 17 - 11    2         3.94         -2.46         -1.36         -1.36 
 17 - 11    1         1.90         -1.29         -0.68         -0.68 

 11 -  5    7       -10.58         16.08          5.39          5.39 
 11 -  5    6       -23.98         32.95         11.50         11.50 
 11 -  5    5       -20.18         28.41          9.82          9.82 
 11 -  5    4        -7.35         11.84          3.88          3.88 
 11 -  5    3        12.19        -18.62         -6.22         -6.22 
 11 -  5    2        22.13        -35.18        -11.58        -11.58 
 11 -  5    1        10.92        -16.09         -5.46         -5.46 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    23      7       -18.61         14.76        -10.43         -6.92 
    23      6       -22.60         27.39        -15.62        -20.95 
    23      5        -5.03         27.11        -10.05        -33.09 
    23      4        13.41          7.67          1.80        -38.23 
    23      3        29.92        -18.07         15.00        -29.87 
    23      2        23.92        -36.45         18.87        -14.10 
    23      1       -17.48          8.21         -7.14         -6.97 

    17      7       -24.69         19.21        -13.72          4.44 
    17      6       -25.73         30.84        -17.68         15.45 
    17      5        -7.83         28.95        -11.50         25.05 
    17      4        13.11          7.41          1.78         29.31 
    17      3        31.21        -19.83         15.95         21.52 
    17      2        25.66        -37.72         19.81          7.12 
    17      1       -17.01          7.98         -6.94          0.67 

    11      7       -15.59         14.67         -9.45         -2.90 
    11      6       -15.57         16.12         -9.90        -11.39 
    11      5        -9.29         10.95         -6.32        -18.66 
    11      4         1.79         -0.81          0.81        -21.66 
    11      3        12.35        -11.91          7.58        -16.01 
    11      2        12.68        -12.94          8.01         -5.79 
    11      1        -0.72          0.26         -0.27         -1.01 

     5      7       -16.08         12.45         -8.92          5.39 
     5      6       -20.49         25.26        -14.30         16.89 
     5      5        -3.15         25.49         -8.95         26.70 
     5      4        13.66          8.54          1.60         30.58 
     5      3        27.15        -14.53         13.03         24.36 
     5      2        20.65        -34.25         17.16         12.78 
     5      1       -18.16          8.55         -7.42          7.32 



TELAIO N. 10 - modo n.5

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 10 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 10 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 10 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            19.022            2.215
    6            16.930            3.029
    5            14.019            3.514
    4            10.582            3.755
    3             6.858            3.937
    2             2.925            2.876
    1             0.049            0.049



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   23         7        0.669      -0.570         6        0.663      -0.714   
              5        0.640      -0.927         4        0.593      -0.909   
              3        0.508      -0.984         2        0.380      -0.913   
              1        0.209      -0.349   

   17         7       -0.500      -0.514         6       -0.499      -0.693   
              5       -0.487      -0.888         4       -0.458      -0.878   
              3       -0.397      -0.950         2       -0.299      -0.880   
              1       -0.165      -0.338   

   11         7        0.361      -0.217         6        0.361      -0.353   
              5        0.353      -0.416         4        0.332      -0.322   
              3        0.288      -0.325         2        0.217      -0.261   
              1        0.120      -0.135   

    5         7       -0.530      -0.578         6       -0.525      -0.721   
              5       -0.506      -0.938         4       -0.467      -0.938   
              3       -0.399      -1.016         2       -0.297      -0.954   
              1       -0.163      -0.355   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 23 - 17    7        38.40        -36.37        -14.11        -14.11 
 23 - 17    6        95.40        -94.07        -35.75        -35.75 
 23 - 17    5       135.46       -132.92        -50.64        -50.64 
 23 - 17    4       214.24       -211.16        -80.26        -80.26 
 23 - 17    3       245.49       -242.02        -91.98        -91.98 
 23 - 17    2       237.28       -234.01        -88.92        -88.92 
 23 - 17    1        84.66        -83.52        -31.73        -31.73 

 17 - 11    7        24.74        -20.67         -9.66         -9.66 
 17 - 11    6        31.67        -26.97        -12.48        -12.48 
 17 - 11    5        37.86        -31.31        -14.72        -14.72 
 17 - 11    4        35.89        -28.15        -13.63        -13.63 
 17 - 11    3        36.96        -28.28        -13.88        -13.88 
 17 - 11    2        32.61        -24.01        -12.05        -12.05 
 17 - 11    1        13.77        -10.96         -5.26         -5.26 

 11 -  5    7        20.07        -34.34        -10.99        -10.99 
 11 -  5    6        62.22        -87.53        -30.25        -30.25 
 11 -  5    5        86.10       -122.03        -42.05        -42.05 
 11 -  5    4       119.86       -187.15        -62.02        -62.02 
 11 -  5    3       136.67       -212.09        -70.46        -70.46 
 11 -  5    2       127.50       -203.18        -66.80        -66.80 
 11 -  5    1        49.97        -74.01        -25.05        -25.05 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    23      7        38.40        -20.52         17.51         14.11 
    23      6        82.74        -49.93         40.77         49.73 
    23      5        91.65        -95.20         57.97         99.58 
    23      4       123.21       -110.49         72.72        177.86 
    23      3       138.50       -149.58         89.87        267.03 
    23      2        88.96       -183.34         85.01        353.09 
    23      1       -98.73         46.30        -40.29        383.70 

    17      7        60.54        -33.29         28.92         -5.57 
    17      6        96.44        -65.70         50.21        -28.34 
    17      5       109.93       -111.84         68.97        -63.19 
    17      4       139.05       -126.97         82.87       -127.65 
    17      3       155.24       -166.16        100.31       -203.16 
    17      2       101.57       -192.55         91.85       -277.58 
    17      1       -95.35         44.61        -38.88       -303.10 

    11      7        40.12        -36.02         23.79          3.22 
    11      6        53.32        -51.48         32.75         19.76 
    11      5        66.47        -69.41         42.46         46.16 
    11      4        79.19        -79.07         49.46         92.90 
    11      3        86.33        -88.27         54.56        147.56 
    11      2        63.34        -67.19         40.79        200.55 
    11      1        -6.34          2.61         -2.48        219.63 

     5      7        34.34        -17.34         15.03        -10.99 
     5      6        78.69        -45.15         37.93        -41.12 
     5      5        83.14        -83.54         51.58        -82.56 
     5      4       108.01        -94.92         63.01       -143.11 
     5      3       120.84       -130.39         78.32       -211.43 
     5      2        74.16       -174.44         77.58       -276.08 
     5      1      -100.46         47.17        -41.01       -300.26 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    2            0.00
    1            0.00



TELAIO N. 11 - modo n.1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            20.328            2.244
    6            18.085            3.145
    5            14.940            3.727
    4            11.213            4.011
    3             7.202            4.164
    2             3.037            2.987
    1             0.050            0.050



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   24         7        0.376      -0.571         6        0.370      -0.739   
              5        0.351      -0.986         4        0.314      -1.006   
              3        0.247      -1.074         2        0.150      -1.075   
              1        0.021      -0.021   

   18         7       -0.124      -0.153         6       -0.125      -0.214   
              5       -0.124      -0.275         4       -0.118      -0.169   
              3       -0.101      -0.182         2       -0.069      -0.141   
              1       -0.017       0.005   

   12         7        0.164      -0.158         6        0.163      -0.215   
              5        0.161      -0.271         4        0.153      -0.167   
              3        0.129      -0.176         2        0.088      -0.132   
              1        0.023       0.002   

    6         7       -0.411      -0.571         6       -0.405      -0.738   
              5       -0.385      -0.982         4       -0.343      -1.000   
              3       -0.271      -1.066         2       -0.165      -1.064   
              1       -0.023      -0.022   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 24 - 18    7        37.56        -22.02        -11.24        -11.24 
 24 - 18    6        90.67        -56.96        -27.85        -27.85 
 24 - 18    5       126.98        -81.31        -39.30        -39.30 
 24 - 18    4       197.42       -112.03        -58.39        -58.39 
 24 - 18    3       217.36       -126.47        -64.87        -64.87 
 24 - 18    2       220.96       -125.77        -65.42        -65.42 
 24 - 18    1       234.26        126.97        -20.24        -20.24 

 18 - 12    7        27.10        -27.32        -11.58        -11.58 
 18 - 12    6        59.88        -59.99        -25.50        -25.50 
 18 - 12    5        72.53        -72.26        -30.81        -30.81 
 18 - 12    4        77.85        -77.65        -33.08        -33.08 
 18 - 12    3        79.00        -78.29        -33.47        -33.47 
 18 - 12    2        59.09        -58.01        -24.91        -24.91 
 18 - 12    1       211.13       -247.41        -97.56        -97.56 

 12 -  6    7        21.42        -37.85        -11.97        -11.97 
 12 -  6    6        56.63        -92.52        -30.13        -30.13 
 12 -  6    5        82.04       -130.93        -43.02        -43.02 
 12 -  6    4       112.75       -203.66        -63.92        -63.92 
 12 -  6    3       128.28       -225.45        -71.46        -71.46 
 12 -  6    2       128.15       -229.86        -72.32        -72.32 
 12 -  6    1      -163.22       -195.99         -6.62         -6.62 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    24      7        37.56         -9.10         14.58         11.24 
    24      6        81.57        -39.91         37.96         39.10 
    24      5        87.07        -83.67         53.36         78.39 
    24      4       113.75       -102.36         67.53        136.78 
    24      3       115.01       -114.80         71.81        201.65 
    24      2       106.16       -284.05        121.94        267.07 
    24      1       -49.79      -1339.85        358.35        287.32 

    18      7        49.12        -47.22         30.11          0.34 
    18      6        69.62        -67.74         42.93         -2.01 
    18      5        86.09        -89.38         54.84        -10.50 
    18      4       100.50       -100.08         62.68        -35.81 
    18      3       105.38       -106.65         66.26        -67.21 
    18      2        78.22        -82.74         50.30       -107.72 
    18      1         1.42         -1.29          0.75        -30.40 

    12      7        48.75        -46.97         29.91          0.39 
    12      6        69.65        -67.93         42.99          5.02 
    12      5        86.37        -89.60         54.99         17.24 
    12      4       100.79       -100.51         62.91         48.08 
    12      3       106.06       -107.43         66.71         86.07 
    12      2        78.73        -82.89         50.51        133.48 
    12      1         1.29         -1.22          0.70         42.54 

     6      7        37.85         -9.70         14.86        -11.97 
     6      6        82.82        -41.49         38.85        -42.10 
     6      5        89.44        -86.48         54.97        -85.13 
     6      4       117.19       -105.98         69.74       -149.05 
     6      3       119.47       -119.92         74.81       -220.51 
     6      2       109.93       -285.82        123.67       -292.84 
     6      1       -89.83      -1066.92        271.41       -299.45 



TELAIO N. 11 - modo n.2

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 11 - modo n.3

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 11 - modo n.4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.084           -0.800
    6            -0.284           -0.838
    5             0.554           -0.512
    4             1.066            0.036
    3             1.030            0.496
    2             0.534            0.525
    1             0.009            0.009



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   24         7       -0.050       0.210         6       -0.048       0.234   
              5       -0.041       0.202         4       -0.029       0.062   
              3       -0.016      -0.073         2       -0.005      -0.167   
              1        0.000      -0.004   

   18         7        0.012       0.054         6        0.011       0.065   
              5        0.009       0.053         4        0.004       0.011   
              3       -0.001      -0.011         2       -0.004      -0.018   
              1       -0.003       0.001   

   12         7       -0.017       0.052         6       -0.016       0.062   
              5       -0.013       0.051         4       -0.007       0.011   
              3       -0.001      -0.009         2        0.003      -0.015   
              1        0.003       0.001   

    6         7        0.055       0.209         6        0.053       0.232   
              5        0.045       0.200         4        0.032       0.062   
              3        0.018      -0.072         2        0.006      -0.164   
              1        0.000      -0.004   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 24 - 18    7       -16.29         10.47          5.05          5.05 
 24 - 18    6       -31.99         21.14         10.03         10.03 
 24 - 18    5       -27.50         17.96          8.58          8.58 
 24 - 18    4       -11.79          6.57          3.46          3.46 
 24 - 18    3        16.94        -10.53         -5.18         -5.18 
 24 - 18    2        35.93        -20.75        -10.69        -10.69 
 24 - 18    1        62.13          1.52        -11.44        -11.44 

 18 - 12    7        -7.47          7.40          3.16          3.16 
 18 - 12    6       -15.15         15.00          6.41          6.41 
 18 - 12    5       -12.36         12.22          5.23          5.23 
 18 - 12    4        -4.59          4.62          1.96          1.96 
 18 - 12    3         3.42         -3.21         -1.41         -1.41 
 18 - 12    2         6.40         -6.10         -2.66         -2.66 
 18 - 12    1        16.54        -17.61         -7.27         -7.27 

 12 -  6    7       -10.70         16.94          5.58          5.58 
 12 -  6    6       -21.68         33.35         11.12         11.12 
 12 -  6    5       -18.40         28.66          9.51          9.51 
 12 -  6    4        -6.53         12.05          3.75          3.75 
 12 -  6    3        11.04        -17.98         -5.86         -5.86 
 12 -  6    2        21.44        -37.72        -11.95        -11.95 
 12 -  6    1        -2.52        -64.18        -12.46        -12.46 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    24      7       -16.29         12.32         -8.94         -5.05 
    24      6       -19.67         25.07        -13.98        -15.07 
    24      5        -2.43         26.03         -8.89        -23.65 
    24      4        14.24          8.61          1.76        -27.12 
    24      3        25.55         -9.79         11.04        -21.93 
    24      2        26.14        -53.69         24.95        -11.24 
    24      1         8.44       -243.23         69.91          0.20 

    18      7       -17.94         17.60        -11.10          1.89 
    18      6       -18.70         19.06        -11.80          5.50 
    18      5       -11.25         12.56         -7.44          8.84 
    18      4         1.39         -0.73          0.66         10.35 
    18      3        13.21        -12.98          8.18          6.58 
    18      2        14.18        -14.76          9.04         -1.46 
    18      1         0.26         -0.23          0.14         -5.63 

    12      7       -18.10         17.78        -11.21         -2.42 
    12      6       -18.90         19.25        -11.92         -7.12 
    12      5       -11.37         12.61         -7.49        -11.40 
    12      4         1.46         -0.85          0.72        -13.19 
    12      3        13.40        -13.20          8.31         -8.74 
    12      2        14.34        -14.84          9.12          0.55 
    12      1         0.25         -0.23          0.13          5.74 

     6      7       -16.94         12.99         -9.35          5.58 
     6      6       -20.35         25.73        -14.40         16.70 
     6      5        -2.93         26.35         -9.15         26.21 
     6      4        14.30          8.32          1.87         29.96 
     6      3        26.30        -10.77         11.58         24.10 
     6      2        26.95        -54.10         25.33         12.15 
     6      1        10.07       -199.75         58.28         -0.31 



TELAIO N. 11 - modo n.5

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 11 - modo n.6

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 11 - modo n.7

Spostamenti e caratteristiche di sollecitazione presi in considerazione ma non stampati



TELAIO N. 11 - inviluppo dei modi


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            20.017            2.358
    6            17.784            3.199
    5            14.703            3.703
    4            11.078            3.949
    3             7.160            4.125
    2             3.040            2.989
    1             0.051            0.051



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   24         7        0.373      -0.604         6        0.367      -0.764   
              5        0.348      -0.990         4        0.310      -0.993   
              3        0.244      -1.059         2        0.147      -1.071   
              1        0.020      -0.022   

   18         7       -0.123      -0.160         6       -0.123      -0.220   
              5       -0.122      -0.275         4       -0.117      -0.166   
              3       -0.100      -0.179         2       -0.068      -0.140   
              1       -0.017       0.005   

   12         7        0.162      -0.164         6        0.162      -0.221   
              5        0.159      -0.271         4        0.150      -0.165   
              3        0.127      -0.173         2        0.086      -0.131   
              1        0.023       0.003   

    6         7       -0.408      -0.603         6       -0.402      -0.762   
              5       -0.381      -0.986         4       -0.339      -0.987   
              3       -0.267      -1.051         2       -0.162      -1.060   
              1       -0.023      -0.022   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 24 - 18    7        40.79        -24.34        -12.29        -12.29 
 24 - 18    6        94.82        -59.93        -29.20        -29.20 
 24 - 18    5       127.72        -81.85        -39.54        -39.54 
 24 - 18    4       194.82       -110.56        -57.62        -57.62 
 24 - 18    3       214.46       -124.83        -64.02        -64.02 
 24 - 18    2       220.40       -125.49        -65.26        -65.26 
 24 - 18    1       242.91        125.20        -23.91        -23.91 

 18 - 12    7        27.73        -27.93        -11.84        -11.84 
 18 - 12    6        60.81        -60.86        -25.89        -25.89 
 18 - 12    5        72.33        -72.05        -30.72        -30.72 
 18 - 12    4        76.71        -76.52        -32.60        -32.60 
 18 - 12    3        77.77        -77.07        -32.95        -32.95 
 18 - 12    2        58.49        -57.39        -24.66        -24.66 
 18 - 12    1       208.72       -244.47        -96.42        -96.42 

 12 -  6    7        23.94        -41.35        -13.19        -13.19 
 12 -  6    6        59.83        -97.00        -31.68        -31.68 
 12 -  6    5        82.65       -131.76        -43.32        -43.32 
 12 -  6    4       111.27       -200.99        -63.08        -63.08 
 12 -  6    3       126.65       -222.48        -70.53        -70.53 
 12 -  6    2       127.92       -229.33        -72.17        -72.17 
 12 -  6    1      -160.95       -207.67        -15.22        -15.22 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    24      7        40.79        -18.69         17.71         12.29 
    24      6        82.48        -47.16         39.77         41.43 
    24      5        86.47        -86.30         53.45         80.57 
    24      4       112.95       -101.74         66.69        137.08 
    24      3       116.13       -113.37         71.47        199.42 
    24      2       108.41       -285.12        122.91        262.82 
    24      1       -49.18      -1358.94        365.68        283.00 

    18      7        51.83        -49.98         31.82          2.16 
    18      6        70.86        -69.19         43.77         -6.16 
    18      5        85.48        -88.84         54.47        -13.60 
    18      4        98.95        -98.54         61.72        -36.64 
    18      3       104.47       -105.68         65.67        -66.41 
    18      2        78.37        -82.86         50.39       -105.90 
    18      1         1.43         -1.30          0.76        -30.74 

    12      7        51.55        -49.83         31.68          2.74 
    12      6        70.94        -69.42         43.86          8.98 
    12      5        85.77        -89.07         54.64         20.41 
    12      4        99.25        -98.97         61.94         49.01 
    12      3       105.15       -106.46         66.13         85.06 
    12      2        78.90        -83.02         50.60        131.22 
    12      1         1.31         -1.24          0.71         42.54 

     6      7        41.35        -19.56         18.19        -13.19 
     6      6        83.82        -48.80         40.73        -44.80 
     6      5        88.82        -89.05         55.07        -87.64 
     6      4       116.33       -105.27         68.87       -149.45 
     6      3       120.57       -118.46         74.46       -218.08 
     6      2       112.21       -286.91        124.66       -288.16 
     6      1       -87.45      -1084.01        278.81       -294.95 


SQUILIBRIO NEI TRAVERSI ORIZZONTALI

traverso    squilibrio (kN)

    2            0.00
    1            0.00


Il calcolo e' stato eseguito :
- trascurando l'interazione tra aste di telai distinti che incidono
  in uno stesso punto nodale
- tenendo conto della deformazione estensionale delle aste
- trascurando la deformazione a taglio delle aste

Attenzione:
- l'effettivo sforzo normale in ciascun pilastro dello schema spaziale
  deve essere valutato  come somma  degli sforzi normali dei telai cui
  esso appartiene





SCHEMA DI CARICO N. 5      Coppie per eccentricit di Fx


CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65        0.00       0.00      416.45
     6      11.02       7.05        0.00       0.00      360.64
     5      11.02       7.05        0.00       0.00      288.51
     4      11.02       7.05        0.00       0.00      221.98
     3      11.02       7.05        0.00       0.00      147.99
     2      11.12       7.09        0.00       0.00       70.09
     1      11.12       7.09        0.00       0.00        0.00


RISULTATI


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7          1.201       -1.717        0.161
    6          1.075       -1.535        0.144
    5          0.891       -1.271        0.119
    4          0.671       -0.956        0.089
    3          0.432       -0.616        0.057
    2          0.181       -0.258        0.024
    1          0.002       -0.003        0.000



TELAIO N. 1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             1.144            0.119
    6             1.025            0.175
    5             0.849            0.210
    4             0.639            0.227
    3             0.412            0.239
    2             0.173            0.171
    1             0.001            0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7        0.037      -0.018         6        0.036      -0.022   
              5        0.035      -0.027         4        0.031      -0.021   
              3        0.024      -0.020         2        0.015      -0.016   
              1        0.002      -0.001   

   20         7        0.000      -0.026         6        0.000      -0.034   
              5        0.000      -0.046         4        0.000      -0.042   
              3        0.000      -0.046         2        0.000      -0.043   
              1        0.000      -0.001   

   21         7       -0.027      -0.026         6       -0.027      -0.037   
              5       -0.026      -0.051         4       -0.023      -0.051   
              3       -0.019      -0.055         2       -0.011      -0.055   
              1       -0.001       0.000   

   22         7        0.013      -0.026         6        0.013      -0.039   
              5        0.012      -0.053         4        0.011      -0.054   
              3        0.009      -0.059         2        0.005      -0.059   
              1        0.000       0.000   

   23         7       -0.001      -0.010         6       -0.001      -0.012   
              5       -0.001      -0.014         4       -0.001      -0.008   
              3       -0.001      -0.008         2       -0.001      -0.005   
              1        0.000       0.000   

   24         7       -0.023      -0.019         6       -0.022      -0.025   
              5       -0.021      -0.032         4       -0.019      -0.028   
              3       -0.015      -0.030         2       -0.009      -0.027   
              1       -0.002      -0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 20    7         1.68         -2.09         -1.03         -1.03 
 19 - 20    6         4.46         -5.55         -2.74         -2.74 
 19 - 20    5         6.57         -8.36         -4.09         -4.09 
 19 - 20    4         8.67        -11.82         -5.62         -5.62 
 19 - 20    3         9.89        -13.61         -6.44         -6.44 
 19 - 20    2         9.31        -13.29         -6.19         -6.19 
 19 - 20    1         4.47         -5.86         -2.83         -2.83 

 20 - 21    7         2.46         -2.47         -1.03         -1.03 
 20 - 21    6         6.25         -6.51         -2.66         -2.66 
 20 - 21    5         8.94         -9.30         -3.80         -3.80 
 20 - 21    4        13.54        -14.53         -5.85         -5.85 
 20 - 21    3        15.15        -16.23         -6.54         -6.54 
 20 - 21    2        14.97        -16.30         -6.51         -6.51 
 20 - 21    1        13.06         -9.40         -4.68         -4.68 

 21 - 22    7         1.40         -1.41         -0.59         -0.59 
 21 - 22    6         1.88         -1.90         -0.79         -0.79 
 21 - 22    5         2.42         -2.45         -1.02         -1.02 
 21 - 22    4         2.42         -2.46         -1.02         -1.02 
 21 - 22    3         2.54         -2.58         -1.07         -1.07 
 21 - 22    2         2.43         -2.50         -1.03         -1.03 
 21 - 22    1        29.84        -29.25        -12.31        -12.31 

 22 - 23    7         2.07         -1.44         -0.67         -0.67 
 22 - 23    6         5.33         -3.57         -1.71         -1.71 
 22 - 23    5         7.33         -4.82         -2.34         -2.34 
 22 - 23    4        11.39         -6.62         -3.46         -3.46 
 22 - 23    3        12.46         -7.19         -3.78         -3.78 
 22 - 23    2        12.46         -6.78         -3.70         -3.70 
 22 - 23    1        12.94        -14.88         -5.35         -5.35 

 23 - 24    7         1.07         -1.55         -0.70         -0.70 
 23 - 24    6         2.79         -3.95         -1.80         -1.80 
 23 - 24    5         4.00         -5.60         -2.56         -2.56 
 23 - 24    4         4.39         -7.29         -3.11         -3.11 
 23 - 24    3         4.99         -8.14         -3.50         -3.50 
 23 - 24    2         4.32         -7.59         -3.18         -3.18 
 23 - 24    1         5.10         -6.50         -3.09         -3.09 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7         1.68         -1.55          1.01          1.03 
    19      6         2.91         -2.76          1.77          3.78 
    19      5         3.81         -3.99          2.44          7.87 
    19      4         4.68         -4.69          2.93         13.48 
    19      3         5.20         -5.34          3.29         19.92 
    19      2         3.97         -4.45          2.63         26.11 
    19      1         0.02         -0.14          0.04         28.94 

    20      7         4.55         -3.18          2.42         -0.01 
    20      6         8.62         -6.60          4.76         -0.09 
    20      5        10.69        -11.30          6.87         -0.38 
    20      4        14.06        -13.48          8.61         -0.15 
    20      3        15.27        -15.74          9.69         -0.05 
    20      2        12.52        -19.64         10.05          0.28 
    20      1        -0.72        -12.67          3.32          2.12 

    21      7         3.87         -1.89          1.80         -0.44 
    21      6         6.50         -4.25          3.36         -2.31 
    21      5         7.48         -7.47          4.67         -5.10 
    21      4         9.47         -8.74          5.69         -9.93 
    21      3        10.03        -10.14          6.30        -15.40 
    21      2         8.59        -17.73          8.23        -20.89 
    21      1        21.50        -40.38         17.19        -13.26 

    22      7         3.48         -1.41          1.53          0.09 
    22      6         5.82         -3.45          2.90          1.01 
    22      5         6.33         -6.07          3.88          2.33 
    22      4         7.78         -7.00          4.62          4.78 
    22      3         8.05         -7.95          5.00          7.49 
    22      2         7.00        -16.95          7.48         10.17 
    22      1        25.23        -42.25         18.75          3.21 

    23      7         2.51         -2.44          1.55          0.02 
    23      6         3.92         -3.85          2.43          0.11 
    23      5         4.97         -5.16          3.16          0.33 
    23      4         5.85         -5.86          3.66         -0.02 
    23      3         6.32         -6.43          3.98         -0.29 
    23      2         4.67         -4.80          2.96         -0.82 
    23      1        15.18        -45.27         16.79         -3.07 

    24      7         1.55         -1.37          0.91         -0.70 
    24      6         2.58         -2.35          1.54         -2.50 
    24      5         3.25         -3.36          2.06         -5.06 
    24      4         3.93         -3.88          2.44         -8.17 
    24      3         4.26         -4.34          2.69        -11.67 
    24      2         3.26         -4.09          2.30        -14.85 
    24      1         2.41        -15.33          4.93        -17.94 



TELAIO N. 2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.289            0.027
    6             0.263            0.043
    5             0.220            0.053
    4             0.167            0.058
    3             0.109            0.063
    2             0.047            0.047
    1             0.000            0.000



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   13         7        0.006      -0.005         6        0.006      -0.006   
              5        0.006      -0.008         4        0.005      -0.007   
              3        0.004      -0.008         2        0.002      -0.007   
              1        0.000      -0.001   

   14         7       -0.006      -0.003         6       -0.006      -0.005   
              5       -0.005      -0.007         4       -0.005      -0.006   
              3       -0.004      -0.006         2       -0.003      -0.005   
              1       -0.002      -0.003   

   15         7        0.009      -0.006         6        0.009      -0.009   
              5        0.009      -0.013         4        0.008      -0.013   
              3        0.007      -0.015         2        0.005      -0.014   
              1        0.003      -0.005   

   16         7       -0.004      -0.006         6       -0.004      -0.008   
              5       -0.004      -0.012         4       -0.003      -0.011   
              3       -0.003      -0.013         2       -0.002      -0.012   
              1       -0.001      -0.005   

   17         7        0.002      -0.002         6        0.002      -0.003   
              5        0.002      -0.003         4        0.002      -0.001   
              3        0.002      -0.001         2        0.001      -0.001   
              1        0.001      -0.001   

   18         7       -0.010      -0.007         6       -0.010      -0.010   
              5       -0.009      -0.014         4       -0.009      -0.014   
              3       -0.007      -0.016         2       -0.006      -0.015   
              1       -0.003      -0.006   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 13 - 14    7         0.24         -0.12         -0.10         -0.10 
 13 - 14    6         0.80         -0.69         -0.41         -0.41 
 13 - 14    5         1.32         -1.15         -0.67         -0.67 
 13 - 14    4         1.81         -1.62         -0.94         -0.94 
 13 - 14    3         2.13         -1.92         -1.11         -1.11 
 13 - 14    2         2.06         -1.84         -1.07         -1.07 
 13 - 14    1         0.54         -0.71         -0.34         -0.34 

 14 - 15    7         0.29         -0.33         -0.13         -0.13 
 14 - 15    6         0.39         -0.44         -0.17         -0.17 
 14 - 15    5         0.47         -0.56         -0.22         -0.22 
 14 - 15    4         0.46         -0.55         -0.21         -0.21 
 14 - 15    3         0.47         -0.58         -0.22         -0.22 
 14 - 15    2         0.41         -0.53         -0.19         -0.19 
 14 - 15    1         0.18         -0.22         -0.08         -0.08 

 15 - 16    7         0.39         -0.38         -0.16         -0.16 
 15 - 16    6         1.30         -1.23         -0.53         -0.53 
 15 - 16    5         2.12         -2.03         -0.86         -0.86 
 15 - 16    4         3.40         -3.17         -1.37         -1.37 
 15 - 16    3         4.00         -3.76         -1.62         -1.62 
 15 - 16    2         3.93         -3.69         -1.59         -1.59 
 15 - 16    1         1.41         -1.33         -0.57         -0.57 

 16 - 17    7         0.61         -0.48         -0.21         -0.21 
 16 - 17    6         1.42         -1.05         -0.48         -0.48 
 16 - 17    5         1.93         -1.35         -0.63         -0.63 
 16 - 17    4         2.76         -1.74         -0.86         -0.86 
 16 - 17    3         3.00         -1.81         -0.92         -0.92 
 16 - 17    2         2.73         -1.56         -0.82         -0.82 
 16 - 17    1         1.14         -0.72         -0.36         -0.36 

 17 - 18    7         0.09         -0.34         -0.11         -0.11 
 17 - 18    6         0.50         -1.13         -0.44         -0.44 
 17 - 18    5         0.95         -1.93         -0.77         -0.77 
 17 - 18    4         1.20         -3.05         -1.13         -1.13 
 17 - 18    3         1.51         -3.61         -1.37         -1.37 
 17 - 18    2         1.50         -3.59         -1.36         -1.36 
 17 - 18    1         0.54         -1.27         -0.48         -0.48 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    13      7         0.24         -0.21          0.14          0.10 
    13      6         0.59         -0.53          0.35          0.51 
    13      5         0.79         -0.82          0.50          1.18 
    13      4         1.00         -0.99          0.62          2.12 
    13      3         1.14         -1.17          0.72          3.23 
    13      2         0.89         -1.05          0.61          4.30 
    13      1        -0.52          0.25         -0.21          4.64 

    14      7         0.41         -0.35          0.24          0.03 
    14      6         0.72         -0.68          0.44         -0.21 
    14      5         0.94         -0.96          0.59         -0.67 
    14      4         1.12         -1.12          0.70         -1.40 
    14      3         1.27         -1.30          0.81         -2.29 
    14      2         0.95         -1.03          0.62         -3.16 
    14      1        -0.14          0.07         -0.06         -3.42 

    15      7         0.71         -0.18          0.28          0.03 
    15      6         1.56         -0.91          0.77          0.39 
    15      5         1.77         -1.71          1.09          1.03 
    15      4         2.24         -1.99          1.32          2.19 
    15      3         2.59         -2.71          1.66          3.59 
    15      2         1.75         -3.21          1.55          4.98 
    15      1        -1.58          0.79         -0.66          5.47 

    16      7         0.98         -0.56          0.48          0.05 
    16      6         2.08         -1.46          1.11          0.00 
    16      5         2.50         -2.61          1.60         -0.24 
    16      4         3.31         -3.07          1.99         -0.74 
    16      3         3.69         -3.81          2.34         -1.43 
    16      2         2.61         -3.83          2.01         -2.20 
    16      1        -1.36          0.68         -0.57         -2.41 

    17      7         0.57         -0.55          0.35         -0.09 
    17      6         1.00         -0.99          0.62         -0.13 
    17      5         1.31         -1.36          0.84          0.00 
    17      4         1.57         -1.58          0.99          0.27 
    17      3         1.74         -1.76          1.09          0.71 
    17      2         1.30         -1.30          0.81          1.25 
    17      1        -0.03          0.01         -0.01          1.37 

    18      7         0.34          0.13          0.06         -0.11 
    18      6         1.27         -0.57          0.58         -0.55 
    18      5         1.36         -1.28          0.82         -1.32 
    18      4         1.77         -1.51          1.03         -2.45 
    18      3         2.10         -2.22          1.35         -3.82 
    18      2         1.36         -2.94          1.35         -5.17 
    18      1        -1.68          0.83         -0.70         -5.66 



TELAIO N. 3


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.469           -0.056
    6            -0.413           -0.075
    5            -0.338           -0.087
    4            -0.251           -0.092
    3            -0.159           -0.094
    2            -0.065           -0.064
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    7         7       -0.023       0.015         6       -0.023       0.018   
              5       -0.022       0.023         4       -0.021       0.023   
              3       -0.018       0.024         2       -0.013       0.020   
              1       -0.007       0.008   

    8         7        0.019       0.014         6        0.019       0.018   
              5        0.018       0.022         4        0.017       0.022   
              3        0.015       0.023         2        0.011       0.020   
              1        0.006       0.008   

    9         7       -0.004       0.006         6       -0.004       0.009   
              5       -0.004       0.011         4       -0.004       0.009   
              3       -0.003       0.010         2       -0.002       0.008   
              1        0.000       0.000   

   10         7        0.005       0.006         6        0.005       0.009   
              5        0.005       0.011         4        0.004       0.010   
              3        0.003       0.010         2        0.002       0.009   
              1        0.000       0.000   

   11         7       -0.019       0.014         6       -0.019       0.018   
              5       -0.019       0.022         4       -0.017       0.022   
              3       -0.015       0.023         2       -0.011       0.020   
              1       -0.006       0.008   

   12         7        0.023       0.015         6        0.022       0.018   
              5        0.022       0.023         4        0.020       0.023   
              3        0.018       0.024         2        0.013       0.020   
              1        0.007       0.008   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  7 -  8    7        -0.56          0.48          0.28          0.28 
  7 -  8    6        -1.86          1.81          1.01          1.01 
  7 -  8    5        -3.20          3.12          1.73          1.73 
  7 -  8    4        -5.26          5.15          2.85          2.85 
  7 -  8    3        -6.32          6.20          3.43          3.43 
  7 -  8    2        -5.93          5.82          3.22          3.22 
  7 -  8    1        -1.80          1.78          0.98          0.98 

  8 -  9    7        -0.65          0.54          0.25          0.25 
  8 -  9    6        -0.80          0.68          0.31          0.31 
  8 -  9    5        -0.94          0.79          0.36          0.36 
  8 -  9    4        -0.90          0.73          0.34          0.34 
  8 -  9    3        -0.91          0.73          0.34          0.34 
  8 -  9    2        -0.76          0.61          0.29          0.29 
  8 -  9    1        -0.27          0.16          0.09          0.09 

  9 - 10    7        -0.47          0.48          0.20          0.20 
  9 - 10    6        -1.50          1.52          0.63          0.63 
  9 - 10    5        -1.98          1.99          0.83          0.83 
  9 - 10    4        -2.66          2.68          1.11          1.11 
  9 - 10    3        -2.91          2.93          1.22          1.22 
  9 - 10    2        -2.62          2.64          1.10          1.10 
  9 - 10    1        -1.54          1.55          0.64          0.64 

 10 - 11    7        -0.49          0.60          0.21          0.21 
 10 - 11    6        -0.62          0.73          0.26          0.26 
 10 - 11    5        -0.73          0.86          0.31          0.31 
 10 - 11    4        -0.67          0.83          0.29          0.29 
 10 - 11    3        -0.67          0.83          0.29          0.29 
 10 - 11    2        -0.56          0.70          0.24          0.24 
 10 - 11    1        -0.15          0.24          0.08          0.08 

 11 - 12    7        -0.52          0.59          0.30          0.30 
 11 - 12    6        -1.86          1.91          1.01          1.01 
 11 - 12    5        -3.15          3.22          1.70          1.70 
 11 - 12    4        -5.18          5.28          2.79          2.79 
 11 - 12    3        -6.20          6.31          3.34          3.34 
 11 - 12    2        -5.81          5.91          3.12          3.12 
 11 - 12    1        -1.79          1.81          0.96          0.96 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     7      7        -0.56          0.07         -0.20         -0.28 
     7      6        -1.79          1.00         -0.87         -1.29 
     7      5        -2.20          2.27         -1.40         -3.02 
     7      4        -3.00          2.83         -1.82         -5.88 
     7      3        -3.49          4.03         -2.35         -9.31 
     7      2        -1.90          4.02         -1.85        -12.53 
     7      1         2.22         -1.04          0.90        -13.51 

     8      7        -1.13          0.49         -0.51          0.04 
     8      6        -2.12          1.41         -1.10          0.74 
     8      5        -2.65          2.67         -1.66          2.11 
     8      4        -3.38          3.22         -2.06          4.62 
     8      3        -3.89          4.41         -2.59          7.71 
     8      2        -2.18          4.20         -1.99         10.64 
     8      1         2.16         -1.01          0.88         11.54 

     9      7        -1.00          0.90         -0.59          0.05 
     9      6        -1.28          1.21         -0.78         -0.27 
     9      5        -1.55          1.60         -0.98         -0.74 
     9      4        -1.79          1.78         -1.11         -1.51 
     9      3        -1.86          1.90         -1.18         -2.38 
     9      2        -1.33          1.59         -0.91         -3.19 
     9      1        -0.12          0.15         -0.08         -3.75 

    10      7        -0.98          0.88         -0.58         -0.01 
    10      6        -1.26          1.19         -0.77          0.36 
    10      5        -1.53          1.58         -0.97          0.88 
    10      4        -1.77          1.76         -1.10          1.70 
    10      3        -1.84          1.89         -1.17          2.63 
    10      2        -1.32          1.58         -0.90          3.48 
    10      1        -0.12          0.15         -0.08          4.05 

    11      7        -1.12          0.48         -0.50         -0.09 
    11      6        -2.11          1.38         -1.09         -0.83 
    11      5        -2.62          2.65         -1.65         -2.23 
    11      4        -3.36          3.19         -2.05         -4.73 
    11      3        -3.85          4.37         -2.57         -7.77 
    11      2        -2.15          4.19         -1.98        -10.66 
    11      1         2.16         -1.01          0.88        -11.54 

    12      7        -0.59          0.10         -0.22          0.30 
    12      6        -1.81          1.01         -0.88          1.30 
    12      5        -2.21          2.28         -1.40          3.00 
    12      4        -3.00          2.83         -1.82          5.79 
    12      3        -3.48          4.01         -2.34          9.13 
    12      2        -1.89          4.02         -1.85         12.25 
    12      1         2.21         -1.03          0.90         13.21 



TELAIO N. 4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.267           -0.142
    6            -1.124           -0.198
    5            -0.926           -0.234
    4            -0.692           -0.250
    3            -0.442           -0.259
    2            -0.183           -0.180
    1            -0.002           -0.002



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    1         7       -0.037       0.036         6       -0.037       0.046   
              5       -0.035       0.061         4       -0.031       0.061   
              3       -0.025       0.065         2       -0.015       0.063   
              1       -0.003       0.001   

    2         7        0.008       0.011         6        0.008       0.013   
              5        0.007       0.013         4        0.007       0.005   
              3        0.005       0.004         2        0.003      -0.002   
              1        0.000       0.001   

    3         7        0.029       0.035         6        0.028       0.046   
              5        0.027       0.061         4        0.024       0.062   
              3        0.019       0.066         2        0.011       0.066   
              1        0.002       0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  1 -  2    7        -2.53          1.19          1.02          1.02 
  1 -  2    6        -6.42          3.33          2.67          2.67 
  1 -  2    5        -9.33          4.93          3.91          3.91 
  1 -  2    4       -14.23          5.96          5.53          5.53 
  1 -  2    3       -16.02          6.95          6.29          6.29 
  1 -  2    2       -16.04          6.48          6.17          6.17 
  1 -  2    1       -10.11          0.63          2.94          2.94 

  2 -  3    7        -1.84          2.83          0.97          0.97 
  2 -  3    6        -4.20          6.54          2.24          2.24 
  2 -  3    5        -5.40          8.79          2.96          2.96 
  2 -  3    4        -6.94         13.32          4.22          4.22 
  2 -  3    3        -7.32         14.39          4.52          4.52 
  2 -  3    2        -6.39         13.97          4.24          4.24 
  2 -  3    1       -17.24         21.15          8.00          8.00 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     1      7        -2.53          0.85         -1.06         -1.02 
     1      6        -5.57          3.12         -2.71         -3.69 
     1      5        -6.21          6.15         -3.86         -7.60 
     1      4        -8.08          7.45         -4.85        -13.13 
     1      3        -8.57          8.90         -5.46        -19.42 
     1      2        -7.14         17.54         -7.71        -25.59 
     1      1         7.42         17.68         -2.85        -28.54 

     2      7        -3.04          2.98         -1.88          0.05 
     2      6        -4.54          4.53         -2.84          0.48 
     2      5        -5.80          6.06         -3.71          1.43 
     2      4        -6.85          6.90         -4.30          2.74 
     2      3        -7.37          7.54         -4.66          4.51 
     2      2        -5.33          5.25         -3.31          6.44 
     2      1       -12.62         27.71        -11.20          1.39 

     3      7        -2.83          1.03         -1.21          0.97 
     3      6        -5.50          2.93         -2.63          3.21 
     3      5        -5.87          5.77         -3.64          6.17 
     3      4        -7.55          6.80         -4.48         10.39 
     3      3        -7.59          7.72         -4.78         14.91 
     3      2        -6.25         17.15         -7.31         19.15 
     3      1        -4.00         50.66        -15.18         27.15 



TELAIO N. 5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.267           -0.142
    6            -1.124           -0.198
    5            -0.926           -0.234
    4            -0.692           -0.250
    3            -0.442           -0.259
    2            -0.183           -0.180
    1            -0.002           -0.002



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    4         7       -0.025       0.036         6       -0.025       0.046   
              5       -0.024       0.062         4       -0.021       0.063   
              3       -0.017       0.067         2       -0.010       0.066   
              1       -0.002       0.001   

    5         7        0.000       0.011         6        0.000       0.014   
              5        0.000       0.016         4        0.001       0.009   
              3        0.001       0.009         2        0.001       0.005   
              1        0.000       0.001   

    6         7        0.025       0.022         6        0.025       0.028   
              5        0.023       0.036         4        0.020       0.031   
              3        0.016       0.033         2        0.010       0.029   
              1        0.002       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  4 -  5    7        -2.59          1.67          0.82          0.82 
  4 -  5    6        -6.06          3.94          1.92          1.92 
  4 -  5    5        -8.25          5.27          2.60          2.60 
  4 -  5    4       -12.68          7.17          3.82          3.82 
  4 -  5    3       -13.79          7.76          4.14          4.14 
  4 -  5    2       -13.57          7.24          4.00          4.00 
  4 -  5    1       -19.90         14.10          6.54          6.54 

  5 -  6    7        -1.32          1.89          0.86          0.86 
  5 -  6    6        -3.35          4.62          2.12          2.12 
  5 -  6    5        -4.53          6.29          2.89          2.89 
  5 -  6    4        -4.95          8.08          3.47          3.47 
  5 -  6    3        -5.50          8.90          3.84          3.84 
  5 -  6    2        -4.63          8.13          3.40          3.40 
  5 -  6    1       -10.19          4.58          3.94          3.94 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     4      7        -2.59          0.80         -1.06         -0.82 
     4      6        -5.26          2.67         -2.48         -2.74 
     4      5        -5.58          5.46         -3.45         -5.34 
     4      4        -7.22          6.48         -4.28         -9.16 
     4      3        -7.31          7.47         -4.62        -13.30 
     4      2        -6.10         17.07         -7.24        -17.31 
     4      1        -2.84         63.28        -18.37        -23.85 

     5      7        -2.99          2.91         -1.84         -0.04 
     5      6        -4.38          4.32         -2.72         -0.24 
     5      5        -5.49          5.70         -3.50         -0.52 
     5      4        -6.41          6.43         -4.01         -0.18 
     5      3        -6.83          6.95         -4.31          0.12 
     5      2        -4.91          5.05         -3.11          0.72 
     5      1       -19.24         32.82        -14.46          3.32 

     6      7        -1.89          1.71         -1.12          0.86 
     6      6        -2.91          2.68         -1.75          2.98 
     6      5        -3.61          3.75         -2.30          5.87 
     6      4        -4.33          4.29         -2.69          9.34 
     6      3        -4.61          4.71         -2.91         13.18 
     6      2        -3.41          4.31         -2.41         16.58 
     6      1        -0.27          0.33         -0.17         20.52 



TELAIO N. 6


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.693           -0.180
    6            -1.513           -0.261
    5            -1.253           -0.311
    4            -0.942           -0.335
    3            -0.607           -0.353
    2            -0.255           -0.252
    1            -0.003           -0.003



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7       -0.046       0.044         6       -0.046       0.059   
              5       -0.043       0.080         4       -0.039       0.080   
              3       -0.031       0.086         2       -0.019       0.086   
              1       -0.003       0.001   

   13         7        0.010       0.038         6        0.010       0.051   
              5        0.009       0.070         4        0.009       0.065   
              3        0.007       0.071         2        0.005       0.068   
              1        0.001       0.001   

    7         7        0.015       0.011         6        0.015       0.015   
              5        0.015       0.019         4        0.013       0.011   
              3        0.011       0.012         2        0.008       0.009   
              1        0.004       0.000   

    1         7        0.025       0.027         6        0.025       0.037   
              5        0.023       0.050         4        0.021       0.044   
              3        0.016       0.048         2        0.010       0.045   
              1        0.002       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 13    7        -3.53          3.31          1.29          1.29 
 19 - 13    6        -8.86          8.38          3.25          3.25 
 19 - 13    5       -12.86         12.21          4.73          4.73 
 19 - 13    4       -20.14         18.62          7.31          7.31 
 19 - 13    3       -22.60         21.05          8.24          8.24 
 19 - 13    2       -23.04         21.23          8.35          8.35 
 19 - 13    1       -17.37         16.53          6.40          6.40 

 13 -  7    7        -3.50          2.35          1.25          1.25 
 13 -  7    6        -8.29          5.68          2.97          2.97 
 13 -  7    5       -11.29          7.63          4.02          4.02 
 13 -  7    4       -15.88          9.69          5.44          5.44 
 13 -  7    3       -17.38         10.55          5.94          5.94 
 13 -  7    2       -16.40          9.56          5.52          5.52 
 13 -  7    1       -11.45         -4.97          1.38          1.38 

  7 -  1    7        -1.72          2.37          0.83          0.83 
  7 -  1    6        -4.28          5.78          2.03          2.03 
  7 -  1    5        -5.75          7.87          2.75          2.75 
  7 -  1    4        -6.73         10.30          3.44          3.44 
  7 -  1    3        -7.39         11.33          3.78          3.78 
  7 -  1    2        -6.60         10.56          3.47          3.47 
  7 -  1    1       -12.08          6.36          3.73          3.73 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7        -3.53          1.05         -1.43         -1.29 
    19      6        -7.81          4.24         -3.77         -4.55 
    19      5        -8.62          8.66         -5.40         -9.27 
    19      4       -11.48         10.40         -6.84        -16.59 
    19      3       -12.20         12.28         -7.65        -24.82 
    19      2       -10.76         25.05        -11.19        -33.18 
    19      1         7.67         67.64        -16.66        -39.57 

    13      7        -6.81          4.60         -3.57          0.05 
    13      6       -12.07          8.93         -6.56          0.33 
    13      5       -14.56         15.41         -9.37          1.03 
    13      4       -19.09         18.07        -11.61          2.91 
    13      3       -20.35         20.86        -12.88          5.20 
    13      2       -16.77         28.07        -14.01          8.03 
    13      1         0.08         49.80        -13.81         13.05 

     7      7        -4.07          3.93         -2.50          0.42 
     7      6        -6.02          5.90         -3.72          1.36 
     7      5        -7.48          7.74         -4.76          2.63 
     7      4        -8.69          8.67         -5.42          4.63 
     7      3        -9.27          9.36         -5.82          6.79 
     7      2        -6.80          7.06         -4.33          8.85 
     7      1        -0.06          0.06         -0.03          6.50 

     1      7        -2.37          2.07         -1.39          0.83 
     1      6        -3.71          3.31         -2.19          2.86 
     1      5        -4.56          4.76         -2.91          5.61 
     1      4        -5.54          5.42         -3.43          9.05 
     1      3        -5.91          5.99         -3.72         12.83 
     1      2        -4.56          5.96         -3.29         16.30 
     1      1        -0.40          0.36         -0.21         20.02 



TELAIO N. 7


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.104           -0.116
    6            -0.989           -0.169
    5            -0.819           -0.202
    4            -0.617           -0.218
    3            -0.399           -0.231
    2            -0.168           -0.166
    1            -0.002           -0.002



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   20         7       -0.023       0.016         6       -0.023       0.022   
              5       -0.022       0.029         4       -0.019       0.022   
              3       -0.015       0.023         2       -0.009       0.020   
              1       -0.002       0.005   

   14         7       -0.001       0.025         6       -0.001       0.034   
              5       -0.001       0.046         4       -0.001       0.044   
              3       -0.001       0.049         2        0.000       0.045   
              1        0.000       0.017   

    8         7        0.003       0.007         6        0.003       0.009   
              5        0.003       0.011         4        0.002       0.004   
              3        0.002       0.004         2        0.001       0.002   
              1        0.001       0.002   

    2         7        0.029       0.029         6        0.028       0.039   
              5        0.027       0.053         4        0.025       0.054   
              3        0.021       0.060         2        0.016       0.056   
              1        0.009       0.020   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 20 - 14    7        -1.67          1.99          0.69          0.69 
 20 - 14    6        -4.18          4.95          1.72          1.72 
 20 - 14    5        -5.90          7.04          2.44          2.44 
 20 - 14    4        -7.90         10.18          3.41          3.41 
 20 - 14    3        -8.87         11.49          3.84          3.84 
 20 - 14    2        -8.18         10.74          3.57          3.57 
 20 - 14    1        -2.67          3.91          1.24          1.24 

 14 -  8    7        -2.26          1.52          0.80          0.80 
 14 -  8    6        -5.38          3.62          1.92          1.92 
 14 -  8    5        -7.34          4.80          2.58          2.58 
 14 -  8    4       -10.44          5.86          3.47          3.47 
 14 -  8    3       -11.50          6.33          3.79          3.79 
 14 -  8    2       -10.50          5.53          3.41          3.41 
 14 -  8    1        -4.12          2.40          1.39          1.39 

  8 -  2    7        -1.10          1.96          0.62          0.62 
  8 -  2    6        -2.91          4.94          1.59          1.59 
  8 -  2    5        -4.18          7.07          2.27          2.27 
  8 -  2    4        -5.36         10.81          3.27          3.27 
  8 -  2    3        -6.05         12.14          3.67          3.67 
  8 -  2    2        -5.58         11.49          3.45          3.45 
  8 -  2    1        -2.16          4.13          1.27          1.27 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    20      7        -1.67          1.50         -0.99         -0.69 
    20      6        -2.68          2.47         -1.61         -2.41 
    20      5        -3.43          3.64         -2.21         -4.85 
    20      4        -4.27          4.23         -2.65         -8.27 
    20      3        -4.65          4.74         -2.93        -12.11 
    20      2        -3.44          3.91         -2.29        -15.68 
    20      1         1.23         -0.52          0.49        -16.92 

    14      7        -4.25          2.73         -2.18         -0.11 
    14      6        -7.60          5.47         -4.08         -0.31 
    14      5        -8.90          9.26         -5.67         -0.45 
    14      4       -11.37         10.58         -6.86         -0.50 
    14      3       -12.41         13.03         -7.95         -0.46 
    14      2        -8.20         12.94         -6.61         -0.30 
    14      1         4.92         -2.35          2.02         -0.44 

     8      7        -2.62          2.55         -1.62          0.19 
     8      6        -3.99          3.93         -2.47          0.52 
     8      5        -5.05          5.26         -3.22          0.83 
     8      4        -5.95          5.97         -3.73          1.03 
     8      3        -6.41          6.47         -4.02          1.15 
     8      2        -4.65          4.64         -2.90          1.11 
     8      1         0.08         -0.02          0.03          1.23 

     2      7        -1.96          0.27         -0.70          0.62 
     2      6        -4.66          2.23         -2.15          2.20 
     2      5        -4.84          4.67         -2.97          4.48 
     2      4        -6.14          5.23         -3.55          7.74 
     2      3        -6.91          7.51         -4.51         11.42 
     2      2        -3.97         10.01         -4.37         14.86 
     2      1         5.88         -2.84          2.42         16.13 



TELAIO N. 8


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.330           -0.031
    6            -0.299           -0.049
    5            -0.249           -0.060
    4            -0.190           -0.065
    3            -0.125           -0.071
    2            -0.054           -0.054
    1             0.000            0.000



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   21         7       -0.001       0.006         6       -0.001       0.011   
              5       -0.001       0.015         4       -0.001       0.017   
              3       -0.001       0.018         2       -0.001       0.020   
              1        0.000       0.002   

   15         7       -0.008       0.003         6       -0.008       0.005   
              5       -0.008       0.007         4       -0.007       0.005   
              3       -0.006       0.006         2       -0.005       0.004   
              1       -0.002       0.004   

    9         7        0.000       0.007         6        0.000       0.010   
              5        0.000       0.014         4        0.000       0.013   
              3        0.000       0.014         2        0.000       0.015   
              1        0.000       0.000   

    3         7        0.007       0.004         6        0.007       0.006   
              5        0.007       0.008         4        0.006       0.006   
              3        0.005       0.007         2        0.003       0.006   
              1        0.000       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 21 - 15    7        -0.23          0.20          0.08          0.08 
 21 - 15    6        -0.38          0.31          0.13          0.13 
 21 - 15    5        -0.49          0.39          0.17          0.17 
 21 - 15    4        -0.52          0.38          0.17          0.17 
 21 - 15    3        -0.56          0.40          0.18          0.18 
 21 - 15    2        -0.56          0.38          0.18          0.18 
 21 - 15    1        -0.12          0.14          0.05          0.05 

 15 -  9    7        -0.35          0.50          0.18          0.18 
 15 -  9    6        -1.09          1.41          0.53          0.53 
 15 -  9    5        -1.61          2.11          0.79          0.79 
 15 -  9    4        -2.20          3.09          1.12          1.12 
 15 -  9    3        -2.53          3.52          1.29          1.29 
 15 -  9    2        -2.38          3.58          1.27          1.27 
 15 -  9    1        -0.80          0.35          0.24          0.24 

  9 -  3    7        -0.54          0.45          0.20          0.20 
  9 -  3    6        -1.44          1.20          0.53          0.53 
  9 -  3    5        -2.14          1.77          0.79          0.79 
  9 -  3    4        -3.12          2.38          1.11          1.11 
  9 -  3    3        -3.55          2.72          1.27          1.27 
  9 -  3    2        -3.66          2.68          1.28          1.28 
  9 -  3    1        -2.91          1.40          0.87          0.87 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    21      7        -0.23          0.07         -0.09         -0.08 
    21      6        -0.31          0.19         -0.15         -0.21 
    21      5        -0.30          0.24         -0.17         -0.37 
    21      4        -0.28          0.24         -0.16         -0.54 
    21      3        -0.32          0.28         -0.19         -0.73 
    21      2        -0.28          0.82         -0.35         -0.90 
    21      1         0.70         -0.32          0.28         -0.95 

    15      7        -0.55          0.49         -0.33         -0.10 
    15      6        -0.90          0.85         -0.55         -0.50 
    15      5        -1.15          1.20         -0.73         -1.13 
    15      4        -1.38          1.37         -0.86         -2.09 
    15      3        -1.56          1.60         -0.99         -3.19 
    15      2        -1.16          1.16         -0.73         -4.28 
    15      1         0.22         -0.10          0.09         -4.48 

     9      7        -1.05          0.58         -0.51         -0.02 
     9      6        -2.27          1.60         -1.21         -0.02 
     9      5        -2.66          2.75         -1.69         -0.02 
     9      4        -3.45          3.22         -2.09          0.00 
     9      3        -3.85          3.78         -2.38          0.01 
     9      2        -3.46          5.92         -2.93          0.00 
     9      1         2.66          8.37         -1.58         -0.62 

     3      7        -0.45          0.40         -0.26          0.20 
     3      6        -0.80          0.74         -0.48          0.73 
     3      5        -1.03          1.09         -0.66          1.52 
     3      4        -1.29          1.27         -0.80          2.63 
     3      3        -1.45          1.48         -0.92          3.90 
     3      2        -1.19          1.37         -0.80          5.18 
     3      1        -0.03          0.05         -0.02          6.05 



TELAIO N. 9


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.444            0.053
    6             0.391            0.071
    5             0.321            0.083
    4             0.238            0.088
    3             0.149            0.089
    2             0.060            0.059
    1             0.001            0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   22         7        0.002      -0.010         6        0.002      -0.017   
              5        0.002      -0.021         4        0.002      -0.023   
              3        0.001      -0.024         2        0.001      -0.023   
              1        0.000      -0.002   

   16         7        0.011      -0.005         6        0.011      -0.008   
              5        0.010      -0.009         4        0.010      -0.007   
              3        0.008      -0.007         2        0.006      -0.005   
              1        0.003      -0.005   

   10         7        0.000      -0.012         6        0.000      -0.015   
              5        0.000      -0.019         4        0.000      -0.018   
              3        0.000      -0.019         2        0.000      -0.017   
              1        0.000       0.000   

    4         7       -0.010      -0.007         6       -0.010      -0.009   
              5       -0.010      -0.011         4       -0.009      -0.009   
              3       -0.007      -0.009         2       -0.004      -0.007   
              1       -0.001       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 22 - 16    7         0.38         -0.32         -0.13         -0.13 
 22 - 16    6         0.57         -0.46         -0.19         -0.19 
 22 - 16    5         0.68         -0.55         -0.23         -0.23 
 22 - 16    4         0.72         -0.52         -0.23         -0.23 
 22 - 16    3         0.74         -0.53         -0.24         -0.24 
 22 - 16    2         0.67         -0.45         -0.21         -0.21 
 22 - 16    1         0.14         -0.16         -0.06         -0.06 

 16 - 10    7         0.64         -0.91         -0.33         -0.33 
 16 - 10    6         1.69         -2.19         -0.83         -0.83 
 16 - 10    5         2.27         -2.96         -1.11         -1.11 
 16 - 10    4         3.03         -4.26         -1.55         -1.55 
 16 - 10    3         3.31         -4.64         -1.69         -1.69 
 16 - 10    2         2.82         -4.19         -1.49         -1.49 
 16 - 10    1         0.87         -0.38         -0.26         -0.26 

 10 -  4    7         0.97         -0.79         -0.36         -0.36 
 10 -  4    6         2.22         -1.85         -0.82         -0.82 
 10 -  4    5         3.00         -2.48         -1.11         -1.11 
 10 -  4    4         4.29         -3.28         -1.53         -1.53 
 10 -  4    3         4.68         -3.58         -1.67         -1.67 
 10 -  4    2         4.30         -3.17         -1.51         -1.51 
 10 -  4    1         5.07         -1.58         -1.34         -1.34 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    22      7         0.38         -0.18          0.18          0.13 
    22      6         0.39         -0.27          0.20          0.33 
    22      5         0.42         -0.33          0.23          0.56 
    22      4         0.38         -0.35          0.23          0.79 
    22      3         0.39         -0.43          0.26          1.03 
    22      2         0.23         -0.87          0.35          1.24 
    22      1        -0.73          0.30         -0.29          1.30 

    16      7         0.96         -0.88          0.58          0.20 
    16      6         1.27         -1.22          0.78          0.83 
    16      5         1.59         -1.66          1.02          1.71 
    16      4         1.89         -1.88          1.18          3.03 
    16      3         1.97         -2.03          1.25          4.48 
    16      2         1.24         -1.27          0.78          5.76 
    16      1        -0.24          0.11         -0.10          5.97 

    10      7         1.88         -1.39          1.02          0.03 
    10      6         3.02         -2.29          1.66          0.02 
    10      5         3.66         -3.84          2.34          0.02 
    10      4         4.72         -4.54          2.89         -0.01 
    10      3         4.78         -5.06          3.07         -0.03 
    10      2         3.43         -6.32          3.05         -0.01 
    10      1        -0.87        -17.44          4.60          1.07 

     4      7         0.79         -0.73          0.48         -0.36 
     4      6         1.12         -1.05          0.68         -1.18 
     4      5         1.43         -1.52          0.92         -2.29 
     4      4         1.76         -1.75          1.10         -3.81 
     4      3         1.83         -1.89          1.16         -5.48 
     4      2         1.28         -1.50          0.87         -6.99 
     4      1         0.08         -0.10          0.05         -8.33 



TELAIO N. 10


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             1.283            0.144
    6             1.139            0.201
    5             0.938            0.237
    4             0.701            0.255
    3             0.446            0.263
    2             0.184            0.181
    1             0.002            0.002



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   23         7        0.045      -0.037         6        0.045      -0.047   
              5        0.043      -0.062         4        0.040      -0.062   
              3        0.034      -0.066         2        0.026      -0.059   
              1        0.014      -0.022   

   17         7       -0.034      -0.033         6       -0.034      -0.046   
              5       -0.033      -0.059         4       -0.031      -0.060   
              3       -0.027      -0.064         2       -0.020      -0.057   
              1       -0.011      -0.021   

   11         7        0.024      -0.014         6        0.024      -0.023   
              5        0.024      -0.028         4        0.022      -0.022   
              3        0.019      -0.022         2        0.015      -0.017   
              1        0.008      -0.009   

    5         7       -0.036      -0.037         6       -0.036      -0.047   
              5       -0.034      -0.063         4       -0.032      -0.064   
              3       -0.027      -0.069         2       -0.020      -0.062   
              1       -0.011      -0.022   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 23 - 17    7         2.32         -2.18         -0.85         -0.85 
 23 - 17    6         6.09         -6.00         -2.28         -2.28 
 23 - 17    5         9.02         -8.85         -3.37         -3.37 
 23 - 17    4        14.52        -14.32         -5.44         -5.44 
 23 - 17    3        16.57        -16.33         -6.21         -6.21 
 23 - 17    2        15.31        -15.10         -5.74         -5.74 
 23 - 17    1         5.12         -5.04         -1.92         -1.92 

 17 - 11    7         1.64         -1.38         -0.64         -0.64 
 17 - 11    6         2.11         -1.80         -0.83         -0.83 
 17 - 11    5         2.55         -2.11         -0.99         -0.99 
 17 - 11    4         2.43         -1.91         -0.92         -0.92 
 17 - 11    3         2.50         -1.91         -0.94         -0.94 
 17 - 11    2         2.14         -1.58         -0.79         -0.79 
 17 - 11    1         0.88         -0.71         -0.34         -0.34 

 11 -  5    7         1.18         -2.10         -0.66         -0.66 
 11 -  5    6         3.98         -5.62         -1.94         -1.94 
 11 -  5    5         5.74         -8.14         -2.80         -2.80 
 11 -  5    4         8.13        -12.69         -4.21         -4.21 
 11 -  5    3         9.20        -14.31         -4.75         -4.75 
 11 -  5    2         8.24        -13.13         -4.32         -4.32 
 11 -  5    1         3.06         -4.50         -1.53         -1.53 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    23      7         2.32         -0.66          0.93          0.85 
    23      6         5.43         -2.86          2.59          3.13 
    23      5         6.17         -6.25          3.88          6.50 
    23      4         8.27         -7.44          4.91         11.94 
    23      3         9.12        -10.32          6.07         18.15 
    23      2         4.99        -11.36          5.11         23.89 
    23      1        -6.24          2.99         -2.56         25.81 

    17      7         3.83         -1.76          1.75         -0.21 
    17      6         6.34         -3.99          3.23         -1.66 
    17      5         7.41         -7.40          4.63         -4.04 
    17      4         9.35         -8.57          5.60         -8.56 
    17      3        10.26        -11.42          6.77        -13.83 
    17      2         5.82        -11.95          5.55        -18.77 
    17      1        -6.03          2.88         -2.48        -20.35 

    11      7         2.56         -2.28          1.51          0.02 
    11      6         3.51         -3.37          2.15          1.13 
    11      5         4.48         -4.67          2.86          2.94 
    11      4         5.37         -5.37          3.35          6.22 
    11      3         5.75         -5.89          3.64         10.04 
    11      2         3.93         -4.20          2.54         13.56 
    11      1        -0.43          0.19         -0.17         14.75 

     5      7         2.10         -0.45          0.80         -0.66 
     5      6         5.17         -2.55          2.41         -2.60 
     5      5         5.59         -5.46          3.45         -5.41 
     5      4         7.23         -6.37          4.25         -9.61 
     5      3         7.94         -9.07          5.31        -14.36 
     5      2         4.06        -10.82          4.65        -18.68 
     5      1        -6.33          3.03         -2.60        -20.21 



TELAIO N. 11


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             1.887            0.209
    6             1.678            0.294
    5             1.384            0.349
    4             1.035            0.374
    3             0.661            0.388
    2             0.273            0.270
    1             0.003            0.003



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   24         7        0.035      -0.053         6        0.035      -0.069   
              5        0.033      -0.092         4        0.029      -0.094   
              3        0.023      -0.100         2        0.014      -0.099   
              1        0.002      -0.001   

   18         7       -0.011      -0.014         6       -0.011      -0.020   
              5       -0.011      -0.026         4       -0.011      -0.016   
              3       -0.009      -0.017         2       -0.006      -0.013   
              1       -0.001       0.000   

   12         7        0.015      -0.015         6        0.015      -0.020   
              5        0.015      -0.025         4        0.014      -0.016   
              3        0.012      -0.016         2        0.008      -0.012   
              1        0.002       0.000   

    6         7       -0.038      -0.053         6       -0.038      -0.069   
              5       -0.036      -0.092         4       -0.032      -0.093   
              3       -0.025      -0.100         2       -0.015      -0.098   
              1       -0.002      -0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 24 - 18    7         3.51         -2.06         -1.05         -1.05 
 24 - 18    6         8.49         -5.34         -2.61         -2.61 
 24 - 18    5        11.90         -7.63         -3.68         -3.68 
 24 - 18    4        18.46        -10.49         -5.46         -5.46 
 24 - 18    3        20.35        -11.85         -6.07         -6.07 
 24 - 18    2        20.29        -11.57         -6.01         -6.01 
 24 - 18    1        12.46         10.75         -0.32         -0.32 

 18 - 12    7         2.52         -2.54         -1.08         -1.08 
 18 - 12    6         5.57         -5.58         -2.37         -2.37 
 18 - 12    5         6.76         -6.73         -2.87         -2.87 
 18 - 12    4         7.24         -7.22         -3.08         -3.08 
 18 - 12    3         7.31         -7.25         -3.10         -3.10 
 18 - 12    2         5.41         -5.31         -2.28         -2.28 
 18 - 12    1        18.28        -21.36         -8.43         -8.43 

 12 -  6    7         2.01         -3.54         -1.12         -1.12 
 12 -  6    6         5.31         -8.67         -2.82         -2.82 
 12 -  6    5         7.70        -12.27         -4.04         -4.04 
 12 -  6    4        10.56        -19.04         -5.98         -5.98 
 12 -  6    3        12.02        -21.11         -6.69         -6.69 
 12 -  6    2        11.79        -21.10         -6.64         -6.64 
 12 -  6    1       -13.82         -8.96          0.98          0.98 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    24      7         3.51         -0.82          1.35          1.05 
    24      6         7.67         -3.76          3.57          3.66 
    24      5         8.15         -7.87          5.00          7.35 
    24      4        10.59         -9.50          6.28         12.81 
    24      3        10.85        -11.15          6.88         18.88 
    24      2         9.13        -25.54         10.84         24.89 
    24      1       -13.08        -78.49         18.17         25.22 

    18      7         4.58         -4.40          2.81          0.02 
    18      6         6.52         -6.34          4.02         -0.21 
    18      5         8.05         -8.35          5.13         -1.03 
    18      4         9.38         -9.34          5.85         -3.41 
    18      3         9.82         -9.94          6.18         -6.39 
    18      2         7.04         -7.45          4.53        -10.12 
    18      1         0.09         -0.08          0.05         -2.01 

    12      7         4.55         -4.38          2.79          0.04 
    12      6         6.52         -6.36          4.02          0.49 
    12      5         8.07         -8.38          5.14          1.66 
    12      4         9.41         -9.38          5.87          4.57 
    12      3         9.88        -10.01          6.22          8.16 
    12      2         7.08         -7.46          4.55         12.52 
    12      1         0.08         -0.07          0.04          3.11 

     6      7         3.54         -0.88          1.38         -1.12 
     6      6         7.79         -3.91          3.65         -3.94 
     6      5         8.37         -8.13          5.16         -7.98 
     6      4        10.91         -9.84          6.49        -13.96 
     6      3        11.27        -11.63          7.15        -20.65 
     6      2         9.48        -25.70         10.99        -27.30 
     6      1       -16.74        -60.90         12.27        -26.32 


Il calcolo e' stato eseguito :
- trascurando l'interazione tra aste di telai distinti che incidono
  in uno stesso punto nodale
- tenendo conto della deformazione estensionale delle aste
- trascurando la deformazione a taglio delle aste

Attenzione:
- l'effettivo sforzo normale in ciascun pilastro dello schema spaziale
  deve essere valutato  come somma  degli sforzi normali dei telai cui
  esso appartiene





SCHEMA DI CARICO N. 6      Coppie per eccentricit di Fy


CARICHI AGENTI SULL'INSIEME SPAZIALE

Impalcato   Xm (m)     Ym (m)     Fx (kN)    Fy (kN)    Mz (kNm)

     7      11.56       7.65        0.00       0.00      604.53
     6      11.02       7.05        0.00       0.00      523.51
     5      11.02       7.05        0.00       0.00      418.80
     4      11.02       7.05        0.00       0.00      322.23
     3      11.02       7.05        0.00       0.00      214.82
     2      11.12       7.09        0.00       0.00      101.75
     1      11.12       7.09        0.00       0.00        0.00


RISULTATI


COMPONENTI DI MOVIMENTO DEGLI IMPALCATI


Impalcato     Vx (mm)      Vy (mm)    rotaz.x1000

    7          1.743       -2.493        0.234
    6          1.561       -2.228        0.209
    5          1.293       -1.845        0.172
    4          0.973       -1.387        0.129
    3          0.627       -0.894        0.083
    2          0.263       -0.375        0.034
    1          0.002       -0.004        0.000



TELAIO N. 1


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             1.661            0.173
    6             1.487            0.254
    5             1.233            0.305
    4             0.928            0.330
    3             0.598            0.348
    2             0.251            0.248
    1             0.002            0.002



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7        0.054      -0.026         6        0.053      -0.032   
              5        0.050      -0.039         4        0.045      -0.030   
              3        0.035      -0.030         2        0.021      -0.023   
              1        0.003      -0.001   

   20         7        0.000      -0.037         6        0.000      -0.049   
              5        0.000      -0.066         4        0.000      -0.061   
              3        0.000      -0.066         2        0.001      -0.062   
              1        0.000      -0.001   

   21         7       -0.039      -0.037         6       -0.039      -0.054   
              5       -0.038      -0.074         4       -0.034      -0.074   
              3       -0.027      -0.080         2       -0.016      -0.079   
              1       -0.002      -0.001   

   22         7        0.019      -0.038         6        0.018      -0.056   
              5        0.018      -0.076         4        0.016      -0.079   
              3        0.013      -0.085         2        0.008      -0.086   
              1        0.000      -0.001   

   23         7       -0.001      -0.014         6       -0.001      -0.017   
              5       -0.001      -0.021         4       -0.001      -0.012   
              3       -0.001      -0.012         2       -0.001      -0.007   
              1        0.000      -0.001   

   24         7       -0.033      -0.027         6       -0.032      -0.036   
              5       -0.031      -0.046         4       -0.027      -0.041   
              3       -0.021      -0.043         2       -0.013      -0.040   
              1       -0.003      -0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 20    7         2.44         -3.04         -1.50         -1.50 
 19 - 20    6         6.47         -8.06         -3.98         -3.98 
 19 - 20    5         9.54        -12.13         -5.94         -5.94 
 19 - 20    4        12.59        -17.16         -8.15         -8.15 
 19 - 20    3        14.36        -19.75         -9.34         -9.34 
 19 - 20    2        13.51        -19.29         -8.99         -8.99 
 19 - 20    1         6.48         -8.51         -4.11         -4.11 

 20 - 21    7         3.57         -3.58         -1.49         -1.49 
 20 - 21    6         9.07         -9.45         -3.86         -3.86 
 20 - 21    5        12.97        -13.50         -5.52         -5.52 
 20 - 21    4        19.66        -21.09         -8.49         -8.49 
 20 - 21    3        21.99        -23.56         -9.49         -9.49 
 20 - 21    2        21.73        -23.66         -9.46         -9.46 
 20 - 21    1        18.95        -13.64         -6.79         -6.79 

 21 - 22    7         2.03         -2.04         -0.85         -0.85 
 21 - 22    6         2.73         -2.76         -1.14         -1.14 
 21 - 22    5         3.52         -3.55         -1.47         -1.47 
 21 - 22    4         3.51         -3.57         -1.47         -1.47 
 21 - 22    3         3.68         -3.75         -1.55         -1.55 
 21 - 22    2         3.53         -3.62         -1.49         -1.49 
 21 - 22    1        43.31        -42.45        -17.87        -17.87 

 22 - 23    7         3.01         -2.09         -0.98         -0.98 
 22 - 23    6         7.73         -5.18         -2.48         -2.48 
 22 - 23    5        10.65         -7.00         -3.39         -3.39 
 22 - 23    4        16.54         -9.61         -5.03         -5.03 
 22 - 23    3        18.09        -10.43         -5.49         -5.49 
 22 - 23    2        18.08         -9.84         -5.37         -5.37 
 22 - 23    1        18.78        -21.60         -7.77         -7.77 

 23 - 24    7         1.55         -2.25         -1.01         -1.01 
 23 - 24    6         4.06         -5.74         -2.61         -2.61 
 23 - 24    5         5.80         -8.13         -3.72         -3.72 
 23 - 24    4         6.37        -10.58         -4.52         -4.52 
 23 - 24    3         7.25        -11.82         -5.08         -5.08 
 23 - 24    2         6.27        -11.02         -4.61         -4.61 
 23 - 24    1         7.41         -9.43         -4.49         -4.49 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7         2.44         -2.25          1.46          1.50 
    19      6         4.22         -4.01          2.57          5.48 
    19      5         5.53         -5.79          3.54         11.42 
    19      4         6.80         -6.81          4.25         19.57 
    19      3         7.54         -7.75          4.78         28.91 
    19      2         5.76         -6.45          3.82         37.90 
    19      1         0.03         -0.20          0.06         42.01 

    20      7         6.61         -4.61          3.51         -0.01 
    20      6        12.52         -9.58          6.91         -0.13 
    20      5        15.52        -16.41          9.98         -0.55 
    20      4        20.41        -19.56         12.49         -0.21 
    20      3        22.17        -22.85         14.07         -0.07 
    20      2        18.17        -28.51         14.59          0.40 
    20      1        -1.04        -18.39          4.82          3.08 

    21      7         5.62         -2.75          2.61         -0.64 
    21      6         9.44         -6.16          4.88         -3.35 
    21      5        10.86        -10.85          6.78         -7.40 
    21      4        13.75        -12.68          8.26        -14.41 
    21      3        14.56        -14.72          9.15        -22.35 
    21      2        12.46        -25.74         11.94        -30.32 
    21      1        31.21        -58.62         24.95        -19.24 

    22      7         5.05         -2.04          2.22          0.13 
    22      6         8.44         -5.01          4.20          1.47 
    22      5         9.19         -8.82          5.63          3.39 
    22      4        11.29        -10.16          6.70          6.94 
    22      3        11.68        -11.55          7.26         10.88 
    22      2        10.16        -24.61         10.86         14.76 
    22      1        36.63        -61.33         27.21          4.66 

    23      7         3.64         -3.54          2.25          0.03 
    23      6         5.69         -5.59          3.53          0.16 
    23      5         7.21         -7.48          4.59          0.48 
    23      4         8.49         -8.51          5.31         -0.02 
    23      3         9.18         -9.33          5.78         -0.43 
    23      2         6.78         -6.97          4.30         -1.18 
    23      1        22.04        -65.71         24.38         -4.46 

    24      7         2.25         -1.99          1.32         -1.01 
    24      6         3.75         -3.42          2.24         -3.62 
    24      5         4.71         -4.88          3.00         -7.34 
    24      4         5.70         -5.63          3.54        -11.86 
    24      3         6.19         -6.30          3.90        -16.94 
    24      2         4.73         -5.94          3.33        -21.56 
    24      1         3.49        -22.26          7.15        -26.05 



TELAIO N. 2


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.420            0.039
    6             0.381            0.062
    5             0.319            0.076
    4             0.243            0.084
    3             0.159            0.091
    2             0.068            0.068
    1             0.000            0.000



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   13         7        0.009      -0.008         6        0.009      -0.009   
              5        0.008      -0.012         4        0.007      -0.011   
              3        0.006      -0.011         2        0.004      -0.010   
              1        0.001      -0.002   

   14         7       -0.008      -0.005         6       -0.008      -0.008   
              5       -0.008      -0.009         4       -0.008      -0.009   
              3       -0.007      -0.009         2       -0.005      -0.008   
              1       -0.003      -0.004   

   15         7        0.013      -0.008         6        0.013      -0.013   
              5        0.013      -0.019         4        0.012      -0.019   
              3        0.010      -0.021         2        0.008      -0.020   
              1        0.004      -0.008   

   16         7       -0.005      -0.008         6       -0.005      -0.012   
              5       -0.005      -0.017         4       -0.005      -0.016   
              3       -0.004      -0.018         2       -0.003      -0.017   
              1       -0.002      -0.007   

   17         7        0.002      -0.003         6        0.003      -0.004   
              5        0.003      -0.004         4        0.003      -0.002   
              3        0.002      -0.002         2        0.002      -0.001   
              1        0.001      -0.001   

   18         7       -0.014      -0.010         6       -0.014      -0.014   
              5       -0.013      -0.020         4       -0.013      -0.020   
              3       -0.011      -0.023         2       -0.008      -0.022   
              1       -0.004      -0.008   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 13 - 14    7         0.35         -0.18         -0.15         -0.15 
 13 - 14    6         1.16         -1.00         -0.59         -0.59 
 13 - 14    5         1.91         -1.66         -0.98         -0.98 
 13 - 14    4         2.63         -2.35         -1.37         -1.37 
 13 - 14    3         3.09         -2.79         -1.61         -1.61 
 13 - 14    2         2.99         -2.67         -1.55         -1.55 
 13 - 14    1         0.78         -1.02         -0.49         -0.49 

 14 - 15    7         0.42         -0.47         -0.19         -0.19 
 14 - 15    6         0.56         -0.64         -0.25         -0.25 
 14 - 15    5         0.69         -0.81         -0.31         -0.31 
 14 - 15    4         0.66         -0.80         -0.31         -0.31 
 14 - 15    3         0.68         -0.85         -0.32         -0.32 
 14 - 15    2         0.59         -0.76         -0.28         -0.28 
 14 - 15    1         0.27         -0.32         -0.12         -0.12 

 15 - 16    7         0.56         -0.54         -0.23         -0.23 
 15 - 16    6         1.89         -1.78         -0.76         -0.76 
 15 - 16    5         3.07         -2.95         -1.26         -1.26 
 15 - 16    4         4.94         -4.60         -1.99         -1.99 
 15 - 16    3         5.81         -5.46         -2.35         -2.35 
 15 - 16    2         5.71         -5.35         -2.30         -2.30 
 15 - 16    1         2.05         -1.93         -0.83         -0.83 

 16 - 17    7         0.89         -0.69         -0.30         -0.30 
 16 - 17    6         2.06         -1.53         -0.69         -0.69 
 16 - 17    5         2.80         -1.96         -0.91         -0.91 
 16 - 17    4         4.00         -2.52         -1.25         -1.25 
 16 - 17    3         4.36         -2.63         -1.34         -1.34 
 16 - 17    2         3.96         -2.26         -1.20         -1.20 
 16 - 17    1         1.65         -1.05         -0.52         -0.52 

 17 - 18    7         0.13         -0.49         -0.17         -0.17 
 17 - 18    6         0.73         -1.65         -0.63         -0.63 
 17 - 18    5         1.39         -2.80         -1.12         -1.12 
 17 - 18    4         1.74         -4.42         -1.64         -1.64 
 17 - 18    3         2.19         -5.24         -1.98         -1.98 
 17 - 18    2         2.18         -5.21         -1.97         -1.97 
 17 - 18    1         0.79         -1.84         -0.70         -0.70 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    13      7         0.35         -0.30          0.20          0.15 
    13      6         0.86         -0.77          0.51          0.74 
    13      5         1.14         -1.19          0.73          1.71 
    13      4         1.45         -1.43          0.90          3.08 
    13      3         1.66         -1.70          1.05          4.69 
    13      2         1.29         -1.53          0.88          6.24 
    13      1        -0.75          0.37         -0.31          6.74 

    14      7         0.60         -0.51          0.35          0.04 
    14      6         1.05         -0.99          0.64         -0.30 
    14      5         1.36         -1.39          0.86         -0.97 
    14      4         1.63         -1.62          1.01         -2.03 
    14      3         1.85         -1.89          1.17         -3.32 
    14      2         1.37         -1.49          0.90         -4.59 
    14      1        -0.20          0.10         -0.08         -4.96 

    15      7         1.04         -0.26          0.40          0.04 
    15      6         2.27         -1.32          1.12          0.56 
    15      5         2.56         -2.49          1.58          1.50 
    15      4         3.26         -2.89          1.92          3.18 
    15      3         3.77         -3.94          2.41          5.21 
    15      2         2.53         -4.66          2.25          7.23 
    15      1        -2.30          1.14         -0.95          7.94 

    16      7         1.43         -0.81          0.70          0.07 
    16      6         3.03         -2.12          1.61          0.00 
    16      5         3.63         -3.79          2.32         -0.34 
    16      4         4.81         -4.46          2.90         -1.08 
    16      3         5.36         -5.53          3.40         -2.08 
    16      2         3.78         -5.55          2.92         -3.19 
    16      1        -1.98          0.98         -0.82         -3.49 

    17      7         0.83         -0.80          0.51         -0.14 
    17      6         1.45         -1.44          0.90         -0.20 
    17      5         1.91         -1.98          1.21          0.01 
    17      4         2.28         -2.29          1.43          0.40 
    17      3         2.53         -2.55          1.59          1.04 
    17      2         1.89         -1.89          1.18          1.81 
    17      1        -0.05          0.02         -0.02          1.99 

    18      7         0.49          0.20          0.09         -0.17 
    18      6         1.84         -0.83          0.84         -0.80 
    18      5         1.97         -1.85          1.19         -1.91 
    18      4         2.57         -2.19          1.49         -3.56 
    18      3         3.05         -3.22          1.96         -5.54 
    18      2         1.98         -4.27          1.95         -7.51 
    18      1        -2.43          1.21         -1.01         -8.21 



TELAIO N. 3


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.680           -0.081
    6            -0.599           -0.108
    5            -0.491           -0.126
    4            -0.365           -0.134
    3            -0.231           -0.137
    2            -0.094           -0.093
    1            -0.002           -0.002



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    7         7       -0.033       0.022         6       -0.033       0.026   
              5       -0.032       0.033         4       -0.030       0.033   
              3       -0.026       0.034         2       -0.019       0.030   
              1       -0.011       0.011   

    8         7        0.027       0.020         6        0.027       0.026   
              5        0.027       0.032         4        0.025       0.032   
              3        0.022       0.033         2        0.017       0.029   
              1        0.009       0.011   

    9         7       -0.006       0.008         6       -0.006       0.013   
              5       -0.006       0.016         4       -0.005       0.014   
              3       -0.004       0.014         2       -0.003       0.012   
              1        0.000       0.000   

   10         7        0.007       0.009         6        0.007       0.013   
              5        0.007       0.016         4        0.006       0.014   
              3        0.005       0.015         2        0.003       0.013   
              1        0.000       0.000   

   11         7       -0.028       0.020         6       -0.028       0.026   
              5       -0.027       0.032         4       -0.025       0.032   
              3       -0.022       0.033         2       -0.017       0.029   
              1       -0.009       0.011   

   12         7        0.033       0.022         6        0.033       0.026   
              5        0.032       0.033         4        0.030       0.033   
              3        0.025       0.034         2        0.019       0.030   
              1        0.010       0.011   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  7 -  8    7        -0.81          0.70          0.41          0.41 
  7 -  8    6        -2.70          2.63          1.46          1.46 
  7 -  8    5        -4.65          4.52          2.51          2.51 
  7 -  8    4        -7.64          7.48          4.14          4.14 
  7 -  8    3        -9.18          9.00          4.98          4.98 
  7 -  8    2        -8.61          8.45          4.67          4.67 
  7 -  8    1        -2.62          2.58          1.42          1.42 

  8 -  9    7        -0.94          0.78          0.36          0.36 
  8 -  9    6        -1.16          0.98          0.45          0.45 
  8 -  9    5        -1.36          1.15          0.52          0.52 
  8 -  9    4        -1.31          1.06          0.49          0.49 
  8 -  9    3        -1.32          1.06          0.50          0.50 
  8 -  9    2        -1.11          0.89          0.42          0.42 
  8 -  9    1        -0.39          0.24          0.13          0.13 

  9 - 10    7        -0.68          0.70          0.29          0.29 
  9 - 10    6        -2.18          2.20          0.91          0.91 
  9 - 10    5        -2.87          2.89          1.20          1.20 
  9 - 10    4        -3.86          3.89          1.61          1.61 
  9 - 10    3        -4.22          4.25          1.76          1.76 
  9 - 10    2        -3.80          3.83          1.59          1.59 
  9 - 10    1        -2.24          2.25          0.94          0.94 

 10 - 11    7        -0.72          0.87          0.30          0.30 
 10 - 11    6        -0.90          1.06          0.38          0.38 
 10 - 11    5        -1.05          1.25          0.44          0.44 
 10 - 11    4        -0.98          1.20          0.42          0.42 
 10 - 11    3        -0.98          1.21          0.42          0.42 
 10 - 11    2        -0.82          1.02          0.35          0.35 
 10 - 11    1        -0.22          0.35          0.11          0.11 

 11 - 12    7        -0.76          0.86          0.43          0.43 
 11 - 12    6        -2.70          2.77          1.46          1.46 
 11 - 12    5        -4.57          4.68          2.47          2.47 
 11 - 12    4        -7.52          7.66          4.05          4.05 
 11 - 12    3        -9.01          9.16          4.84          4.84 
 11 - 12    2        -8.43          8.57          4.54          4.54 
 11 - 12    1        -2.59          2.63          1.39          1.39 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     7      7        -0.81          0.11         -0.29         -0.41 
     7      6        -2.60          1.45         -1.27         -1.87 
     7      5        -3.20          3.29         -2.03         -4.39 
     7      4        -4.35          4.10         -2.64         -8.53 
     7      3        -5.07          5.85         -3.41        -13.51 
     7      2        -2.76          5.84         -2.69        -18.19 
     7      1         3.22         -1.51          1.31        -19.61 

     8      7        -1.64          0.71         -0.73          0.05 
     8      6        -3.08          2.04         -1.60          1.07 
     8      5        -3.84          3.88         -2.41          3.06 
     8      4        -4.91          4.68         -3.00          6.71 
     8      3        -5.64          6.40         -3.76         11.19 
     8      2        -3.16          6.10         -2.90         15.45 
     8      1         3.14         -1.47          1.28         16.75 

     9      7        -1.46          1.31         -0.86          0.07 
     9      6        -1.86          1.76         -1.13         -0.40 
     9      5        -2.25          2.32         -1.43         -1.07 
     9      4        -2.60          2.58         -1.62         -2.19 
     9      3        -2.70          2.76         -1.71         -3.46 
     9      2        -1.93          2.30         -1.32         -4.63 
     9      1        -0.18          0.22         -0.11         -5.44 

    10      7        -1.42          1.27         -0.84         -0.02 
    10      6        -1.83          1.73         -1.11          0.52 
    10      5        -2.22          2.29         -1.41          1.27 
    10      4        -2.57          2.55         -1.60          2.47 
    10      3        -2.68          2.74         -1.69          3.81 
    10      2        -1.91          2.29         -1.31          5.05 
    10      1        -0.18          0.22         -0.11          5.88 

    11      7        -1.62          0.70         -0.73         -0.13 
    11      6        -3.06          2.01         -1.59         -1.21 
    11      5        -3.81          3.85         -2.39         -3.23 
    11      4        -4.87          4.63         -2.97         -6.86 
    11      3        -5.58          6.34         -3.73        -11.29 
    11      2        -3.12          6.08         -2.88        -15.47 
    11      1         3.14         -1.47          1.28        -16.75 

    12      7        -0.86          0.15         -0.31          0.43 
    12      6        -2.62          1.47         -1.28          1.89 
    12      5        -3.21          3.30         -2.04          4.36 
    12      4        -4.36          4.10         -2.64          8.41 
    12      3        -5.06          5.83         -3.40         13.25 
    12      2        -2.75          5.84         -2.68         17.79 
    12      1         3.21         -1.50          1.31         19.18 



TELAIO N. 4


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.839           -0.207
    6            -1.632           -0.288
    5            -1.344           -0.339
    4            -1.005           -0.363
    3            -0.641           -0.376
    2            -0.265           -0.262
    1            -0.004           -0.004



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    1         7       -0.054       0.053         6       -0.053       0.067   
              5       -0.050       0.088         4       -0.045       0.089   
              3       -0.036       0.094         2       -0.022       0.091   
              1       -0.004       0.002   

    2         7        0.011       0.016         6        0.011       0.019   
              5        0.011       0.020         4        0.010       0.008   
              3        0.008       0.005         2        0.005      -0.003   
              1        0.000       0.001   

    3         7        0.042       0.051         6        0.041       0.067   
              5        0.039       0.089         4        0.034       0.090   
              3        0.027       0.096         2        0.017       0.095   
              1        0.003       0.001   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  1 -  2    7        -3.68          1.73          1.48          1.48 
  1 -  2    6        -9.32          4.84          3.88          3.88 
  1 -  2    5       -13.54          7.15          5.67          5.67 
  1 -  2    4       -20.66          8.66          8.03          8.03 
  1 -  2    3       -23.25         10.09          9.13          9.13 
  1 -  2    2       -23.29          9.41          8.96          8.96 
  1 -  2    1       -14.68          0.91          4.27          4.27 

  2 -  3    7        -2.68          4.11          1.41          1.41 
  2 -  3    6        -6.09          9.49          3.25          3.25 
  2 -  3    5        -7.84         12.76          4.29          4.29 
  2 -  3    4       -10.08         19.33          6.13          6.13 
  2 -  3    3       -10.63         20.88          6.57          6.57 
  2 -  3    2        -9.27         20.27          6.16          6.16 
  2 -  3    1       -25.03         30.70         11.61         11.61 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     1      7        -3.68          1.24         -1.54         -1.48 
     1      6        -8.08          4.52         -3.94         -5.36 
     1      5        -9.02          8.93         -5.61        -11.03 
     1      4       -11.73         10.81         -7.04        -19.06 
     1      3       -12.43         12.92         -7.92        -28.19 
     1      2       -10.37         25.46        -11.19        -37.15 
     1      1        10.78         25.67         -4.14        -41.43 

     2      7        -4.41          4.33         -2.73          0.07 
     2      6        -6.60          6.57         -4.12          0.70 
     2      5        -8.42          8.79         -5.38          2.08 
     2      4        -9.94         10.01         -6.24          3.98 
     2      3       -10.70         10.94         -6.77          6.55 
     2      2        -7.74          7.63         -4.80          9.35 
     2      1       -18.32         40.22        -16.26          2.01 

     3      7        -4.11          1.50         -1.75          1.41 
     3      6        -7.99          4.25         -3.82          4.66 
     3      5        -8.52          8.38         -5.28          8.95 
     3      4       -10.95          9.87         -6.51         15.08 
     3      3       -11.01         11.20         -6.94         21.65 
     3      2        -9.07         24.89        -10.61         27.80 
     3      1        -5.81         73.54        -22.04         39.41 



TELAIO N. 5


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.839           -0.207
    6            -1.632           -0.288
    5            -1.344           -0.339
    4            -1.005           -0.363
    3            -0.641           -0.376
    2            -0.265           -0.262
    1            -0.004           -0.004



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

    4         7       -0.037       0.052         6       -0.036       0.067   
              5       -0.034       0.090         4       -0.030       0.091   
              3       -0.024       0.097         2       -0.015       0.096   
              1       -0.003       0.001   

    5         7        0.000       0.017         6        0.000       0.021   
              5        0.001       0.024         4        0.001       0.014   
              3        0.001       0.013         2        0.001       0.007   
              1        0.000       0.001   

    6         7        0.037       0.032         6        0.036       0.041   
              5        0.034       0.052         4        0.030       0.045   
              3        0.023       0.047         2        0.014       0.043   
              1        0.002       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

  4 -  5    7        -3.76          2.42          1.19          1.19 
  4 -  5    6        -8.79          5.72          2.79          2.79 
  4 -  5    5       -11.98          7.66          3.78          3.78 
  4 -  5    4       -18.40         10.41          5.54          5.54 
  4 -  5    3       -20.01         11.27          6.02          6.02 
  4 -  5    2       -19.70         10.51          5.81          5.81 
  4 -  5    1       -28.89         20.47          9.49          9.49 

  5 -  6    7        -1.92          2.74          1.24          1.24 
  5 -  6    6        -4.86          6.70          3.08          3.08 
  5 -  6    5        -6.58          9.14          4.19          4.19 
  5 -  6    4        -7.18         11.73          5.04          5.04 
  5 -  6    3        -7.98         12.92          5.57          5.57 
  5 -  6    2        -6.71         11.80          4.94          4.94 
  5 -  6    1       -14.79          6.65          5.72          5.72 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

     4      7        -3.76          1.16         -1.54         -1.19 
     4      6        -7.64          3.88         -3.60         -3.98 
     4      5        -8.10          7.93         -5.01         -7.76 
     4      4       -10.48          9.41         -6.21        -13.30 
     4      3       -10.61         10.84         -6.70        -19.31 
     4      2        -8.86         24.77        -10.51        -25.12 
     4      1        -4.12         91.86        -26.66        -34.61 

     5      7        -4.34          4.22         -2.68         -0.06 
     5      6        -6.36          6.26         -3.95         -0.35 
     5      5        -7.97          8.28         -5.08         -0.76 
     5      4        -9.31          9.34         -5.83         -0.27 
     5      3        -9.91         10.09         -6.25          0.18 
     5      2        -7.13          7.33         -4.52          1.05 
     5      1       -27.93         47.64        -20.99          4.83 

     6      7        -2.74          2.48         -1.63          1.24 
     6      6        -4.23          3.89         -2.54          4.33 
     6      5        -5.25          5.45         -3.34          8.52 
     6      4        -6.29          6.23         -3.91         13.56 
     6      3        -6.69          6.84         -4.23         19.14 
     6      2        -4.96          6.26         -3.51         24.07 
     6      1        -0.39          0.48         -0.24         29.79 



TELAIO N. 6


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -2.457           -0.261
    6            -2.197           -0.378
    5            -1.819           -0.451
    4            -1.368           -0.486
    3            -0.882           -0.512
    2            -0.370           -0.366
    1            -0.004           -0.004



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   19         7       -0.067       0.064         6       -0.066       0.086   
              5       -0.063       0.116         4       -0.057       0.116   
              3       -0.045       0.125         2       -0.027       0.125   
              1       -0.004       0.002   

   13         7        0.014       0.056         6        0.014       0.075   
              5        0.014       0.102         4        0.013       0.094   
              3        0.011       0.103         2        0.007       0.099   
              1        0.002       0.002   

    7         7        0.022       0.016         6        0.022       0.022   
              5        0.021       0.028         4        0.019       0.016   
              3        0.016       0.017         2        0.011       0.012   
              1        0.005       0.000   

    1         7        0.036       0.040         6        0.036       0.054   
              5        0.034       0.073         4        0.030       0.064   
              3        0.023       0.069         2        0.014       0.065   
              1        0.003       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 19 - 13    7        -5.13          4.81          1.88          1.88 
 19 - 13    6       -12.87         12.16          4.72          4.72 
 19 - 13    5       -18.67         17.72          6.87          6.87 
 19 - 13    4       -29.24         27.03         10.62         10.62 
 19 - 13    3       -32.81         30.55         11.96         11.96 
 19 - 13    2       -33.45         30.82         12.13         12.13 
 19 - 13    1       -25.22         24.00          9.29          9.29 

 13 -  7    7        -5.08          3.42          1.81          1.81 
 13 -  7    6       -12.03          8.24          4.31          4.31 
 13 -  7    5       -16.39         11.07          5.84          5.84 
 13 -  7    4       -23.05         14.07          7.90          7.90 
 13 -  7    3       -25.23         15.31          8.63          8.63 
 13 -  7    2       -23.80         13.88          8.02          8.02 
 13 -  7    1       -16.62         -7.21          2.00          2.00 

  7 -  1    7        -2.49          3.44          1.20          1.20 
  7 -  1    6        -6.21          8.39          2.95          2.95 
  7 -  1    5        -8.35         11.42          3.99          3.99 
  7 -  1    4        -9.77         14.95          4.99          4.99 
  7 -  1    3       -10.73         16.44          5.49          5.49 
  7 -  1    2        -9.58         15.33          5.03          5.03 
  7 -  1    1       -17.54          9.23          5.41          5.41 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    19      7        -5.13          1.52         -2.08         -1.88 
    19      6       -11.34          6.15         -5.47         -6.60 
    19      5       -12.51         12.58         -7.84        -13.46 
    19      4       -16.66         15.10         -9.93        -24.08 
    19      3       -17.71         17.83        -11.10        -36.04 
    19      2       -15.62         36.36        -16.24        -48.16 
    19      1        11.14         98.18        -24.18        -57.45 

    13      7        -9.89          6.67         -5.18          0.07 
    13      6       -17.52         12.97         -9.53          0.48 
    13      5       -21.14         22.37        -13.60          1.50 
    13      4       -27.71         26.23        -16.86          4.22 
    13      3       -29.55         30.28        -18.69          7.55 
    13      2       -24.35         40.74        -20.34         11.66 
    13      1         0.12         72.30        -20.05         18.94 

     7      7        -5.91          5.71         -3.63          0.61 
     7      6        -8.74          8.56         -5.41          1.97 
     7      5       -10.86         11.23         -6.90          3.82 
     7      4       -12.61         12.59         -7.87          6.73 
     7      3       -13.45         13.59         -8.45          9.86 
     7      2        -9.87         10.25         -6.29         12.85 
     7      1        -0.08          0.08         -0.05          9.44 

     1      7        -3.44          3.00         -2.01          1.20 
     1      6        -5.39          4.80         -3.19          4.15 
     1      5        -6.62          6.90         -4.23          8.14 
     1      4        -8.04          7.87         -4.97         13.14 
     1      3        -8.57          8.70         -5.40         18.62 
     1      2        -6.62          8.65         -4.77         23.66 
     1      1        -0.57          0.52         -0.30         29.06 



TELAIO N. 7


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -1.603           -0.168
    6            -1.435           -0.246
    5            -1.189           -0.294
    4            -0.896           -0.317
    3            -0.579           -0.335
    2            -0.244           -0.242
    1            -0.002           -0.002



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   20         7       -0.033       0.024         6       -0.033       0.032   
              5       -0.031       0.042         4       -0.028       0.032   
              3       -0.022       0.034         2       -0.014       0.029   
              1       -0.003       0.007   

   14         7       -0.002       0.036         6       -0.002       0.049   
              5       -0.002       0.067         4       -0.001       0.064   
              3       -0.001       0.071         2       -0.001       0.066   
              1        0.000       0.025   

    8         7        0.004       0.010         6        0.004       0.014   
              5        0.004       0.016         4        0.003       0.006   
              3        0.003       0.006         2        0.002       0.003   
              1        0.001       0.003   

    2         7        0.042       0.042         6        0.041       0.056   
              5        0.040       0.077         4        0.037       0.079   
              3        0.031       0.087         2        0.023       0.081   
              1        0.013       0.029   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 20 - 14    7        -2.43          2.88          1.00          1.00 
 20 - 14    6        -6.07          7.18          2.50          2.50 
 20 - 14    5        -8.56         10.21          3.54          3.54 
 20 - 14    4       -11.47         14.78          4.95          4.95 
 20 - 14    3       -12.88         16.67          5.58          5.58 
 20 - 14    2       -11.88         15.59          5.18          5.18 
 20 - 14    1        -3.88          5.67          1.80          1.80 

 14 -  8    7        -3.28          2.21          1.17          1.17 
 14 -  8    6        -7.81          5.26          2.78          2.78 
 14 -  8    5       -10.66          6.97          3.75          3.75 
 14 -  8    4       -15.15          8.50          5.03          5.03 
 14 -  8    3       -16.70          9.19          5.51          5.51 
 14 -  8    2       -15.24          8.03          4.95          4.95 
 14 -  8    1        -5.97          3.49          2.01          2.01 

  8 -  2    7        -1.59          2.85          0.90          0.90 
  8 -  2    6        -4.23          7.17          2.30          2.30 
  8 -  2    5        -6.06         10.26          3.30          3.30 
  8 -  2    4        -7.78         15.69          4.74          4.74 
  8 -  2    3        -8.78         17.62          5.33          5.33 
  8 -  2    2        -8.10         16.67          5.00          5.00 
  8 -  2    1        -3.13          6.00          1.84          1.84 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    20      7        -2.43          2.18         -1.44         -1.00 
    20      6        -3.89          3.59         -2.34         -3.50 
    20      5        -4.97          5.28         -3.20         -7.05 
    20      4        -6.20          6.14         -3.85        -12.00 
    20      3        -6.74          6.89         -4.26        -17.58 
    20      2        -4.99          5.67         -3.33        -22.76 
    20      1         1.79         -0.75          0.71        -24.56 

    14      7        -6.16          3.96         -3.16         -0.17 
    14      6       -11.03          7.95         -5.93         -0.44 
    14      5       -12.93         13.44         -8.24         -0.65 
    14      4       -16.50         15.36         -9.96         -0.73 
    14      3       -18.01         18.92        -11.54         -0.66 
    14      2       -11.91         18.79         -9.59         -0.43 
    14      1         7.14         -3.42          2.93         -0.64 

     8      7        -3.81          3.70         -2.35          0.27 
     8      6        -5.79          5.71         -3.59          0.75 
     8      5        -7.33          7.63         -4.68          1.20 
     8      4        -8.64          8.67         -5.41          1.49 
     8      3        -9.30          9.39         -5.84          1.67 
     8      2        -6.74          6.74         -4.21          1.61 
     8      1         0.12         -0.03          0.04          1.78 

     2      7        -2.85          0.40         -1.02          0.90 
     2      6        -6.77          3.24         -3.13          3.20 
     2      5        -7.02          6.78         -4.31          6.50 
     2      4        -8.91          7.59         -5.16         11.24 
     2      3       -10.03         10.91         -6.54         16.57 
     2      2        -5.76         14.54         -6.34         21.58 
     2      1         8.54         -4.12          3.51         23.42 



TELAIO N. 8


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7            -0.479           -0.046
    6            -0.434           -0.072
    5            -0.362           -0.087
    4            -0.275           -0.094
    3            -0.181           -0.103
    2            -0.078           -0.078
    1            -0.001           -0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   21         7       -0.002       0.008         6       -0.002       0.016   
              5       -0.002       0.021         4       -0.002       0.024   
              3       -0.001       0.026         2       -0.001       0.028   
              1        0.000       0.003   

   15         7       -0.011       0.005         6       -0.011       0.008   
              5       -0.011       0.010         4       -0.010       0.008   
              3       -0.009       0.008         2       -0.007       0.006   
              1       -0.004       0.006   

    9         7        0.000       0.010         6        0.000       0.014   
              5        0.000       0.020         4        0.000       0.019   
              3        0.000       0.021         2        0.000       0.021   
              1        0.000       0.000   

    3         7        0.011       0.006         6        0.011       0.009   
              5        0.010       0.012         4        0.009       0.009   
              3        0.007       0.010         2        0.004       0.008   
              1        0.001       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 21 - 15    7        -0.33          0.29          0.12          0.12 
 21 - 15    6        -0.55          0.44          0.19          0.19 
 21 - 15    5        -0.71          0.57          0.24          0.24 
 21 - 15    4        -0.75          0.55          0.25          0.25 
 21 - 15    3        -0.81          0.58          0.26          0.26 
 21 - 15    2        -0.82          0.55          0.26          0.26 
 21 - 15    1        -0.17          0.21          0.07          0.07 

 15 -  9    7        -0.51          0.73          0.26          0.26 
 15 -  9    6        -1.58          2.04          0.77          0.77 
 15 -  9    5        -2.34          3.06          1.15          1.15 
 15 -  9    4        -3.19          4.48          1.63          1.63 
 15 -  9    3        -3.67          5.11          1.87          1.87 
 15 -  9    2        -3.46          5.19          1.84          1.84 
 15 -  9    1        -1.16          0.51          0.36          0.36 

  9 -  3    7        -0.79          0.65          0.29          0.29 
  9 -  3    6        -2.09          1.74          0.77          0.77 
  9 -  3    5        -3.11          2.57          1.15          1.15 
  9 -  3    4        -4.52          3.45          1.61          1.61 
  9 -  3    3        -5.15          3.96          1.84          1.84 
  9 -  3    2        -5.31          3.89          1.86          1.86 
  9 -  3    1        -4.22          2.03          1.26          1.26 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    21      7        -0.33          0.10         -0.13         -0.12 
    21      6        -0.45          0.27         -0.22         -0.30 
    21      5        -0.44          0.35         -0.25         -0.54 
    21      4        -0.41          0.34         -0.23         -0.79 
    21      3        -0.46          0.41         -0.27         -1.05 
    21      2        -0.41          1.20         -0.50         -1.31 
    21      1         1.02         -0.46          0.41         -1.38 

    15      7        -0.80          0.71         -0.47         -0.15 
    15      6        -1.31          1.24         -0.80         -0.73 
    15      5        -1.67          1.74         -1.07         -1.64 
    15      4        -2.00          1.98         -1.25         -3.03 
    15      3        -2.27          2.33         -1.44         -4.63 
    15      2        -1.68          1.69         -1.05         -6.22 
    15      1         0.32         -0.15          0.13         -6.50 

     9      7        -1.52          0.84         -0.74         -0.03 
     9      6        -3.29          2.32         -1.75         -0.03 
     9      5        -3.86          4.00         -2.45         -0.03 
     9      4        -5.01          4.68         -3.03         -0.01 
     9      3        -5.58          5.48         -3.46          0.02 
     9      2        -5.02          8.59         -4.25          0.00 
     9      1         3.87         12.14         -2.30         -0.90 

     3      7        -0.65          0.58         -0.38          0.29 
     3      6        -1.16          1.07         -0.70          1.06 
     3      5        -1.50          1.59         -0.96          2.21 
     3      4        -1.87          1.84         -1.16          3.82 
     3      3        -2.11          2.15         -1.33          5.66 
     3      2        -1.73          1.99         -1.16          7.52 
     3      1        -0.04          0.07         -0.03          8.79 



TELAIO N. 9


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             0.644            0.076
    6             0.568            0.103
    5             0.466            0.120
    4             0.345            0.128
    3             0.217            0.130
    2             0.087            0.086
    1             0.001            0.001



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   22         7        0.003      -0.015         6        0.003      -0.024   
              5        0.003      -0.030         4        0.002      -0.034   
              3        0.002      -0.035         2        0.001      -0.033   
              1        0.000      -0.003   

   16         7        0.016      -0.008         6        0.016      -0.011   
              5        0.015      -0.014         4        0.014      -0.011   
              3        0.012      -0.011         2        0.009      -0.008   
              1        0.005      -0.007   

   10         7        0.000      -0.017         6        0.000      -0.021   
              5        0.000      -0.028         4        0.000      -0.026   
              3        0.000      -0.028         2        0.000      -0.025   
              1        0.000      -0.001   

    4         7       -0.015      -0.011         6       -0.015      -0.013   
              5       -0.014      -0.017         4       -0.012      -0.013   
              3       -0.010      -0.013         2       -0.006      -0.010   
              1       -0.001       0.000   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 22 - 16    7         0.55         -0.46         -0.19         -0.19 
 22 - 16    6         0.82         -0.67         -0.28         -0.28 
 22 - 16    5         0.99         -0.79         -0.34         -0.34 
 22 - 16    4         1.04         -0.76         -0.34         -0.34 
 22 - 16    3         1.07         -0.77         -0.35         -0.35 
 22 - 16    2         0.97         -0.66         -0.31         -0.31 
 22 - 16    1         0.20         -0.24         -0.08         -0.08 

 16 - 10    7         0.93         -1.33         -0.48         -0.48 
 16 - 10    6         2.46         -3.18         -1.20         -1.20 
 16 - 10    5         3.29         -4.29         -1.61         -1.61 
 16 - 10    4         4.40         -6.19         -2.25         -2.25 
 16 - 10    3         4.81         -6.74         -2.46         -2.46 
 16 - 10    2         4.09         -6.09         -2.16         -2.16 
 16 - 10    1         1.26         -0.55         -0.38         -0.38 

 10 -  4    7         1.41         -1.15         -0.52         -0.52 
 10 -  4    6         3.23         -2.69         -1.19         -1.19 
 10 -  4    5         4.35         -3.60         -1.61         -1.61 
 10 -  4    4         6.23         -4.75         -2.22         -2.22 
 10 -  4    3         6.80         -5.19         -2.42         -2.42 
 10 -  4    2         6.24         -4.60         -2.19         -2.19 
 10 -  4    1         7.35         -2.29         -1.95         -1.95 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    22      7         0.55         -0.26          0.25          0.19 
    22      6         0.56         -0.39          0.30          0.47 
    22      5         0.61         -0.49          0.34          0.81 
    22      4         0.56         -0.51          0.33          1.15 
    22      3         0.56         -0.63          0.37          1.50 
    22      2         0.34         -1.26          0.50          1.80 
    22      1        -1.07          0.44         -0.42          1.89 

    16      7         1.39         -1.28          0.83          0.29 
    16      6         1.85         -1.77          1.13          1.21 
    16      5         2.31         -2.41          1.48          2.48 
    16      4         2.74         -2.73          1.71          4.40 
    16      3         2.85         -2.94          1.81          6.50 
    16      2         1.80         -1.84          1.14          8.36 
    16      1        -0.34          0.16         -0.14          8.66 

    10      7         2.73         -2.02          1.49          0.04 
    10      6         4.38         -3.32          2.41          0.03 
    10      5         5.32         -5.57          3.40          0.02 
    10      4         6.85         -6.59          4.20         -0.01 
    10      3         6.94         -7.34          4.46         -0.04 
    10      2         4.98         -9.17          4.42         -0.02 
    10      1        -1.27        -25.31          6.68          1.55 

     4      7         1.15         -1.06          0.69         -0.52 
     4      6         1.63         -1.53          0.99         -1.71 
     4      5         2.07         -2.20          1.34         -3.32 
     4      4         2.55         -2.54          1.59         -5.54 
     4      3         2.65         -2.74          1.68         -7.96 
     4      2         1.86         -2.17          1.26        -10.15 
     4      1         0.12         -0.15          0.08        -12.10 



TELAIO N. 10


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             1.862            0.209
    6             1.653            0.291
    5             1.362            0.344
    4             1.018            0.370
    3             0.648            0.382
    2             0.267            0.263
    1             0.003            0.003



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   23         7        0.066      -0.054         6        0.065      -0.068   
              5        0.063      -0.090         4        0.058      -0.089   
              3        0.050      -0.097         2        0.037      -0.086   
              1        0.020      -0.032   

   17         7       -0.049      -0.048         6       -0.049      -0.066   
              5       -0.048      -0.086         4       -0.045      -0.086   
              3       -0.039      -0.093         2       -0.029      -0.083   
              1       -0.016      -0.030   

   11         7        0.035      -0.021         6        0.035      -0.034   
              5        0.035      -0.041         4        0.033      -0.032   
              3        0.028      -0.032         2        0.021      -0.025   
              1        0.012      -0.013   

    5         7       -0.052      -0.054         6       -0.052      -0.069   
              5       -0.050      -0.091         4       -0.046      -0.092   
              3       -0.039      -0.100         2       -0.029      -0.090   
              1       -0.016      -0.032   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 23 - 17    7         3.37         -3.17         -1.23         -1.23 
 23 - 17    6         8.84         -8.71         -3.31         -3.31 
 23 - 17    5        13.10        -12.85         -4.90         -4.90 
 23 - 17    4        21.08        -20.78         -7.90         -7.90 
 23 - 17    3        24.05        -23.70         -9.01         -9.01 
 23 - 17    2        22.23        -21.92         -8.33         -8.33 
 23 - 17    1         7.43         -7.32         -2.78         -2.78 

 17 - 11    7         2.38         -2.00         -0.93         -0.93 
 17 - 11    6         3.06         -2.61         -1.21         -1.21 
 17 - 11    5         3.70         -3.06         -1.44         -1.44 
 17 - 11    4         3.53         -2.77         -1.34         -1.34 
 17 - 11    3         3.63         -2.77         -1.36         -1.36 
 17 - 11    2         3.11         -2.30         -1.15         -1.15 
 17 - 11    1         1.27         -1.02         -0.49         -0.49 

 11 -  5    7         1.71         -3.05         -0.96         -0.96 
 11 -  5    6         5.78         -8.16         -2.82         -2.82 
 11 -  5    5         8.34        -11.81         -4.07         -4.07 
 11 -  5    4        11.80        -18.42         -6.11         -6.11 
 11 -  5    3        13.36        -20.77         -6.90         -6.90 
 11 -  5    2        11.96        -19.06         -6.27         -6.27 
 11 -  5    1         4.44         -6.53         -2.21         -2.21 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    23      7         3.37         -0.96          1.35          1.23 
    23      6         7.88         -4.15          3.76          4.54 
    23      5         8.95         -9.08          5.63          9.44 
    23      4        12.00        -10.81          7.13         17.34 
    23      3        13.24        -14.98          8.82         26.35 
    23      2         7.25        -16.49          7.42         34.68 
    23      1        -9.06          4.34         -3.72         37.46 

    17      7         5.55         -2.56          2.53         -0.30 
    17      6         9.21         -5.79          4.69         -2.40 
    17      5        10.76        -10.74          6.72         -5.86 
    17      4        13.58        -12.44          8.13        -12.42 
    17      3        14.89        -16.57          9.83        -20.07 
    17      2         8.45        -17.35          8.06        -27.25 
    17      1        -8.76          4.18         -3.59        -29.54 

    11      7         3.71         -3.30          2.19          0.03 
    11      6         5.09         -4.89          3.12          1.64 
    11      5         6.51         -6.78          4.15          4.27 
    11      4         7.79         -7.79          4.87          9.04 
    11      3         8.34         -8.55          5.28         14.57 
    11      2         5.71         -6.09          3.69         19.69 
    11      1        -0.63          0.28         -0.25         21.41 

     5      7         3.05         -0.65          1.15         -0.96 
     5      6         7.51         -3.70          3.50         -3.78 
     5      5         8.12         -7.93          5.01         -7.85 
     5      4        10.49         -9.25          6.17        -13.95 
     5      3        11.53        -13.16          7.71        -20.85 
     5      2         5.90        -15.71          6.75        -27.12 
     5      1        -9.18          4.40         -3.77        -29.33 



TELAIO N. 11


SPOSTAMENTO ORIZZONTALE DEI TRAVERSI

 traverso      spostamento      spostamento
              assoluto (mm)    relativo (mm)

    7             2.740            0.304
    6             2.436            0.427
    5             2.008            0.506
    4             1.503            0.544
    3             0.959            0.563
    2             0.396            0.391
    1             0.005            0.005



SPOSTAMENTO VERTICALE E ROTAZIONE DEI NODI

pilastro    piano    vy (mm)   rotaz.x1000    piano    vy (mm)   rotaz.x1000

   24         7        0.051      -0.077         6        0.050      -0.100   
              5        0.048      -0.134         4        0.042      -0.136   
              3        0.033      -0.146         2        0.020      -0.143   
              1        0.003      -0.002   

   18         7       -0.016      -0.021         6       -0.016      -0.029   
              5       -0.016      -0.037         4       -0.016      -0.023   
              3       -0.013      -0.025         2       -0.009      -0.019   
              1       -0.002       0.000   

   12         7        0.022      -0.021         6        0.022      -0.029   
              5        0.021      -0.037         4        0.020      -0.023   
              3        0.017      -0.024         2        0.011      -0.018   
              1        0.002       0.000   

    6         7       -0.056      -0.077         6       -0.055      -0.100   
              5       -0.052      -0.133         4       -0.046      -0.135   
              3       -0.037      -0.145         2       -0.022      -0.142   
              1       -0.003      -0.002   




CARATTERISTICHE DI SOLLECITAZIONE NELLE TRAVI

 campata  piano    momento a     momento a     taglio a      taglio a
                 sinistra (kNm) destra (kNm) sinistra (kN)  destra (kN)

 24 - 18    7         5.09         -2.99         -1.53         -1.53 
 24 - 18    6        12.33         -7.76         -3.79         -3.79 
 24 - 18    5        17.28        -11.07         -5.35         -5.35 
 24 - 18    4        26.79        -15.23         -7.93         -7.93 
 24 - 18    3        29.54        -17.20         -8.82         -8.82 
 24 - 18    2        29.45        -16.79         -8.72         -8.72 
 24 - 18    1        18.09         15.60         -0.47         -0.47 

 18 - 12    7         3.65         -3.68         -1.56         -1.56 
 18 - 12    6         8.09         -8.10         -3.45         -3.45 
 18 - 12    5         9.81         -9.77         -4.17         -4.17 
 18 - 12    4        10.51        -10.48         -4.46         -4.46 
 18 - 12    3        10.62        -10.52         -4.50         -4.50 
 18 - 12    2         7.85         -7.71         -3.31         -3.31 
 18 - 12    1        26.54        -31.01        -12.24        -12.24 

 12 -  6    7         2.91         -5.13         -1.63         -1.63 
 12 -  6    6         7.71        -12.58         -4.10         -4.10 
 12 -  6    5        11.18        -17.82         -5.86         -5.86 
 12 -  6    4        15.34        -27.65         -8.68         -8.68 
 12 -  6    3        17.45        -30.64         -9.71         -9.71 
 12 -  6    2        17.11        -30.64         -9.65         -9.65 
 12 -  6    1       -20.06        -13.00          1.43          1.43 



CARATTERISTICHE DI SOLLECITAZIONE NEI PILASTRI

 pilastro piano    momento       momento        taglio       sforzo
                  sup. (kNm)    inf. (kNm)       (kN)     normale (kN)

    24      7         5.09         -1.20          1.97          1.53 
    24      6        11.13         -5.45          5.18          5.32 
    24      5        11.82        -11.42          7.26         10.66 
    24      4        15.37        -13.79          9.11         18.59 
    24      3        15.75        -16.19          9.98         27.41 
    24      2        13.26        -37.08         15.73         36.14 
    24      1       -18.99       -113.94         26.38         36.61 

    18      7         6.65         -6.39          4.07          0.04 
    18      6         9.46         -9.20          5.83         -0.31 
    18      5        11.68        -12.13          7.44         -1.49 
    18      4        13.61        -13.56          8.49         -4.96 
    18      3        14.25        -14.43          8.96         -9.28 
    18      2        10.21        -10.81          6.57        -14.69 
    18      1         0.13         -0.12          0.07         -2.92 

    12      7         6.60         -6.36          4.05          0.06 
    12      6         9.46         -9.23          5.84          0.72 
    12      5        11.72        -12.16          7.46          2.41 
    12      4        13.65        -13.62          8.52          6.63 
    12      3        14.35        -14.53          9.03         11.84 
    12      2        10.28        -10.83          6.60         18.18 
    12      1         0.11         -0.11          0.06          4.51 

     6      7         5.13         -1.28          2.00         -1.63 
     6      6        11.30         -5.67          5.30         -5.73 
     6      5        12.15        -11.80          7.48        -11.58 
     6      4        15.84        -14.29          9.42        -20.27 
     6      3        16.36        -16.88         10.39        -29.98 
     6      2        13.76        -37.31         15.96        -39.63 
     6      1       -24.30        -88.41         17.81        -38.20 


Il calcolo e' stato eseguito :
- trascurando l'interazione tra aste di telai distinti che incidono
  in uno stesso punto nodale
- tenendo conto della deformazione estensionale delle aste
- trascurando la deformazione a taglio delle aste

Attenzione:
- l'effettivo sforzo normale in ciascun pilastro dello schema spaziale
  deve essere valutato  come somma  degli sforzi normali dei telai cui
  esso appartiene


