TelSpa 5.1p
Edificio a 7 piani - analisi statica con dati 2008 e periodo stimato
'n di telai - n di piani - n di materiali E e coeff di Poisson - n di sezioni trasversali - presenza di fondazione incastrata alla base 
11,7,2,22,0
R,0.15,0.15,X,    'telaio 1
R,0.15,5.50,X,    'telaio 2
R,0.15,10.85,X,   'telaio 3

R,0.15,0.15,Y,     'telaio 4
R,4.85,0.15,Y,     'telaio 5
R,9.55,0.15,Y,     'telaio 6
R,14.15,0.15,Y,    'telaio 7
R,17.05,0.15,Y,    'telaio 8
R,21.85,0.15,Y,    'telaio 9
R,26.35,0.15,Y,    'telaio 10
R,31.05,0.15,Y,    'telaio 11

SISINT
31500,0.1,31500,0.1                                                                                                                 'Modulo di Elasticit e modulo di Poisson
R,0.30,0.50,1, R,0.30,0.60,1, R,0.30,0.70,1, R,0.30,0.80,1, R,0.80,0.24,1,                                                          'Travi
R,0.30,0.70,2, R,0.70,0.30,2,                                                                                                       'Pilastri
R,0.30,4.70,2, R,0.30,4.60,2, R,0.30,2.90,2, R,0.30,4.80,2, R,0.30,4.50,2, R,0.30,5.35,2, R,0.30,4.95,2,                            'Pareti Piano Interrato ?
R,4.70,0.30,2, R,4.60,0.30,2, R,2.90,0.30,2, R,4.80,0.30,2, R,4.50,0.30,2, R,5.35,0.30,2, R,4.95,0.30,2,                            'Pareti Piano Interrato ?
R,0.30,3.80,1
                 
'telaio 1 (R) n di pilastri - numero di piani - fondazioni 
8,7,0                                                                                    
17,18,19,20,21,22,23,24                                               ' numerazione dei pilastri
3.30,3.30,3.30,3.30,3.30,3.30,3.80                                    ' altezze dei pilastri dall'alto verso il basso
4.70,4.70,4.60,2.90,4.80,4.50,4.70                                    ' luce delle campate da sinistra verso destra

1,1,1,1,1,1,1
2,2,2,2,2,2,2
2,2,2,2,2,2,2
3,3,3,3,3,3,3                                                         ' assegnazioni sezioni trasversali delle travi
3,3,3,3,3,3,3       
3,3,3,3,3,3,3       
22,22,22,22,22,22,22

7,6,6,7,7,6,6,7,
7,6,6,7,7,6,6,7,
7,6,6,7,7,6,6,7,
7,6,6,7,7,6,6,7,                                                      ' assegnazioni sezioni dei pilastri
7,6,6,7,7,6,6,7,
7,6,6,7,7,6,6,7,
8,8,8,8,8,8,8,8,                                                   '?

1,2,3,4,5,6,7                                                         ' dati necessari per collegare il telaio al resto dell'edificio - ciascun traverso di questo solaio (travi trasversali che lo sorreggono) a quale piano dell'edificio corrisponde 

'telaio 2 (R)
8,7,0  
9,10,11,12,13,14,15,16
3.30,3.30,3.30,3.30,3.30,3.30,3.80 
4.70,4.70,4.60,2.90,4.80,4.50,4.70

5,1,1,5,1,1,5
5,2,2,5,2,2,5
5,2,2,5,2,2,5
5,3,3,5,3,3,5
5,3,3,5,3,3,5
5,3,3,5,3,3,5
5,3,3,5,3,3,5

7,7,7,7,7,7,7,7,
7,7,7,7,7,7,7,7,
7,7,7,7,7,7,7,7,
7,7,7,7,7,7,7,7,
7,7,7,7,7,7,7,7,
7,7,7,7,7,7,7,7,
20,7,7,7,7,7,7,20,                                                   '?

1,2,3,4,5,6,7

'telaio 3 (R)
8,7,0
1,2,3,4,5,6,7,8
3.30,3.30,3.30,3.30,3.30,3.30,3.80 
4.70,4.70,4.60,2.90,4.80,4.50,4.70                                   

1,1,1,1,1,1,1
2,2,2,2,2,2,2
2,2,2,2,2,2,2
3,3,3,3,3,3,3                                                          
3,3,3,3,3,3,3
3,3,3,3,3,3,3   
22,22,22,22,22,22,22

7,6,6,7,7,6,6,7,
7,6,6,7,7,6,6,7,
7,6,6,7,7,6,6,7,
7,6,6,7,7,6,6,7,                                                    
7,6,6,7,7,6,6,7,
7,6,6,7,7,6,6,7,
8,8,8,8,8,8,8,8,                                                   '?

1,2,3,4,5,6,7

'telaio 4 (R)
3,7,0
17,9,1
3.30,3.30,3.30,3.30,3.30,3.30,3.80 
5.35,4.95                                                                       

1,1
2,2
2,2
3,3
3,3
3,3
22,22

6,6,6,
6,6,6,
6,6,6,
6,6,6,
6,6,6,
6,6,6,
13,13,14,                                                   '?

1,2,3,4,5,6,7

'telaio 5 (R)
3,7,0
18,10,2
3.30,3.30,3.30,3.30,3.30,3.30,3.80 
5.35,4.95

5,1
5,2
5,2
5,3
5,3
5,3
5,3

7,6,7,
7,6,7,
7,6,7,
7,6,7,
7,6,7,
7,6,7,
15,6,15,                                                   '?

1,2,3,4,5,6,7

'telaio 6 (R)
3,7,0
19,11,3
3.30,3.30,3.30,3.30,3.30,3.30,3.80 
5.35,4.95

5,1
5,2
5,2
5,3
5,3
5,3
5,3

7,6,7,
7,6,7,
7,6,7,
7,6,7,
7,6,7,
7,6,7,
15,6,15,                                                   '?

1,2,3,4,5,6,7

'telaio 7 (R)
3,7,0
20,12,4
3.30,3.30,3.30,3.30,3.30,3.30,3.80 
5.35,4.95

1,1
2,2
2,2
3,3
3,3
3,3
3,3

6,6,6,
6,6,6,
6,6,6,
6,6,6,
6,6,6,
6,6,6,
15,6,15,                                                   '?

1,2,3,4,5,6,7

'telaio 8 (R)
3,7,0
21,13,5
3.30,3.30,3.30,3.30,3.30,3.30,3.80 
5.35,4.95

1,1
2,2
2,2
3,3
3,3
3,3
3,3

6,6,6,
6,6,6,
6,6,6,
6,6,6,
6,6,6,
6,6,6,
15,6,15,                                                   '?

1,2,3,4,5,6,7

'telaio 9 (R)
3,7,0
22,14,6
3.30,3.30,3.30,3.30,3.30,3.30,3.80 
5.35,4.95

5,1
5,2
5,2
5,3
5,3
5,3
5,3

7,6,7,
7,6,7,
7,6,7,
7,6,7,
7,6,7,
7,6,7,
15,6,15,                                                   '?

1,2,3,4,5,6,7

'telaio 10 (R)
3,7,0
23,15,7
3.30,3.30,3.30,3.30,3.30,3.30,3.80 
5.35,4.95

5,1
5,2
5,2
5,3
5,3
5,3
5,3

7,6,7,
7,6,7,
7,6,7,
7,6,7,
7,6,7,
7,6,7,
15,6,15,                                                   '?

1,2,3,4,5,6,7

'telaio 11 (R)
3,7,0
24,16,8
3.30,3.30,3.30,3.30,3.30,3.30,3.80 
5.35,4.95

1,1
2,2
2,2
3,3
3,3
3,3
22,22

6,6,6,
6,6,6,
6,6,6,
6,6,6,
6,6,6,
6,6,6,
13,13,14,                                                   '?

1,2,3,4,5,6,7

'carichi
Carichi verticali massimi (senza sisma)
0,1
1,0,0,0 'Telaio 1
-36.59,-36.59,-30.77,-7.46,-30.77,-36.59,-36.59	
-51.65,-51.51,-32.51,-11.14,-32.51,-51.65,-51.65
-51.65,-51.51,-32.51,-11.14,-32.51,-51.65,-51.65
-52.62,-52.62,-33.48,-12.12,-33.48,-52.62,-52.62
-52.62,-52.62,-33.48,-12.12,-33.48,-52.62,-52.62
-27.40,-35.43,-35.43,-12.12,-35.43,-35.43,-27.40
-27.40,-35.43,-35.43,-12.12,-35.43,-35.43,-27.40

1,0,0,0 'Telaio 2
-53.50,-55.29,-55.29,-8.04,-55.29,-55.29,-53.50
-67.10,-70.47,-70.47,-9.01,-70.47,-70.47,-67.10
-67.10,-70.47,-70.47,-9.01,-70.47,-70.47,-67.10
-67.10,-71.45,-71.45,-9.99,-71.45,-71.45,-67.10
-67.10,-71.45,-71.45,-9.99,-71.45,-71.45,-67.10
-72.82,-57.24,-57.24,-9.99,-57.24,-57.24,-72.82
-72.82,-57.24,-57.24,-9.99,-57.24,-57.24,-72.82

1,0,0,0 'Telaio 3
-34.85,-30.95,-34.85,-21.21,-34.85,-30.95,-34.85
-49.25,-34.46,-49.25,-38.64,-49.25,-34.46,-49.25
-49.25,-34.46,-49.25,-38.64,-49.25,-34.46,-49.25
-32.39,-32.39,-50.88,-39.62,-50.88,-32.39,-32.39
-32.39,-32.39,-50.88,-39.62,-50.88,-32.39,-32.39
-33.69,-33.69,-33.69,-39.62,-33.69,-33.69,-33.69
-32.98,-32.98,-32.98,-39.62,-32.98,-32.98,-32.98

1,0,0,0 'Telaio 4
-7.46,-22.89
-14.85,-52.48	
-14.85,-52.48			
-16.80,-16.48
-16.80,-16.48
-17.45,-16.48
-17.45,-16.48

1,0,0,0 'Telaio 5
-12.85,-12.39
-15.25,-15.77
-15.25,-15.77
-15.25,-16.74
-15.25,-16.74
-15.25,-16.74
-15.25,-16.74

1,0,0,0 'Telaio 6
-12.85,-12.39
-15.25,-15.77
-15.25,-15.77
-15.25,-16.74
-15.25,-16.74
-15.25,-16.74
-15.25,-16.74

1,0,0,0 'Telaio 7
-18.90,-14.53
-19.87,-15.50	
-19.87,-15.50
-20.85,-16.48
-20.85,-16.48
-20.85,-16.48
-20.85,-16.48			

1,0,0,0 'Telaio 8
-18.90,-14.53
-19.87,-15.50	
-19.87,-15.50
-20.85,-16.48
-20.85,-16.48
-20.85,-16.48
-20.85,-16.48					
	
1,0,0,0 'Telaio 9
-12.85,-12.39
-15.25,-15.77
-15.25,-15.77
-15.25,-16.74
-15.25,-16.74
-15.25,-16.74
-15.25,-16.74
			
1,0,0,0 'Telaio 10
-12.85,-12.39
-15.25,-15.77
-15.25,-15.77
-15.25,-16.74
-15.25,-16.74
-15.25,-16.74
-15.25,-16.74

1,0,0,0 'Telaio 11
-7.46,-22.89
-14.85,-52.48	
-14.85,-52.48			
-16.80,-16.48
-16.80,-16.48
-17.45,-16.48
-17.45,-16.48

Carichi verticali minimi (con sisma)
0,1
1,0,0,0 'Telaio 1
-22.63,-22.63,-18.73,-5.37,-18.73,-22.63,-22.63
-31.50,-31.50,-20.44,-8.57,-20.44,-31.50,-31.50
-31.50,-31.50,-20.44,-8.57,-20.44,-31.50,-31.50
-32.25,-32.25,-21.19,-9.32,-21.19,-32.25,-32.25
-32.25,-32.25,-21.19,-9.32,-21.19,-32.25,-32.25
-21.08,-22.68,-22.68,-9.32,-22.68,-22.68,-21.08
-21.08,-22.68,-22.68,-9.32,-22.68,-22.68,-21.08

1,0,0,0 'Telaio 2
-31.48,-32.41,-32.41,-5.33,-32.41,-32.41,-31.48
-40.55,-42.64,-42.64,-6.08,-42.64,-42.64,-40.55
-40.55,-42.64,-42.64,-6.08,-42.64,-42.64,-40.55
-40.55,-43.39,-43.39,-6.83,-43.39,-43.39,-40.55
-40.55,-43.39,-43.39,-6.83,-43.39,-43.39,-40.55
-43.94,-33.91,-33.91,-6.83,-33.91,-33.91,-43.94
-43.94,-33.91,-33.91,-6.83,-33.91,-33.91,-43.94
			
1,0,0,0 'Telaio 3
-21.63,-19.02,-21.63,-13.51,-21.63,-19.02,-21.63
-30.01,-21.55,-30.01,-24.85,-30.01,-21.55,-30.01
-30.01,-21.55,-30.01,-24.85,-30.01,-21.55,-30.01
-20.69,-20.69,-31.25,-25.60,-31.25,-20.69,-20.69
-20.69,-20.69,-31.25,-25.60,-31.25,-20.69,-20.69
-20.69,-20.69,-20.69,-25.69,-20.69,-20.69,-20.69
-20.69,-20.69,-20.69,-25.69,-20.69,-20.69,-20.69

1,0,0,0 'Telaio 4
-5.37,-15.70
-10.57,-32.21
-10.57,-32.21			
-12.07,-11.82
-12.07,-11.82
-12.57,-11.82
-12.57,-11.82

1,0,0,0 'Telaio 5
-8.18,-7.83
-9.78,-10.18
-9.78,-10.18
-9.78,-10.93			
-9.78,-10.93
-9.78,-10.93
-9.78,-10.93

1,0,0,0 'Telaio 6
-8.18,-7.83
-9.78,-10.18
-9.78,-10.18
-9.78,-10.93			
-9.78,-10.93
-9.78,-10.93
-9.78,-10.93

1,0,0,0 'Telaio 7
-12.44,-10.32
-13.19,-11.07
-13.19,-11.07
-13.94,-11.82
-13.94,-11.82		
-13.94,-11.82			
-13.94,-11.82	

1,0,0,0 'Telaio 8
-12.44,-10.32
-13.19,-11.07
-13.19,-11.07
-13.94,-11.82
-13.94,-11.82		
-13.94,-11.82			
-13.94,-11.82

1,0,0,0 'Telaio 9
-8.18,-7.83
-9.78,-10.18
-9.78,-10.18
-9.78,-10.93			
-9.78,-10.93
-9.78,-10.93
-9.78,-10.93

1,0,0,0 'Telaio 10
-8.18,-7.83
-9.78,-10.18
-9.78,-10.18
-9.78,-10.93			
-9.78,-10.93
-9.78,-10.93
-9.78,-10.93

1,0,0,0 'Telaio 11
-5.37,-15.70
-10.57,-32.21
-10.57,-32.21			
-12.07,-11.82
-12.07,-11.82
-12.57,-11.82
-12.57,-11.82


Sisma in direzione x (analisi modale)
7,0
15.60,5.50,373.56,10.37                    'Ascissa e ordinata del centro di massa rispetto al sistema di riferimento globale [m] +
15.60,5.77,387.25,10.26                    '+ Massa dell'impalcato [t]
15.60,5.77,387.25,10.26                    '+ Raggio d'inerzia delle masse dell'impalcato [m] 
15.60,5.77,398.53,10.26
15.60,5.77,398.53,10.26
15.60,5.50,350.53,9.55
15.60,5.50,350.53,9.55
x,7                                        'Direzione in cui agisce il sisma + 7=Spettro di progetto per SLU previsto dal DM 2008                                
0.220,2.522,0.327, 3.90 ,B,T1              'Dati relativi allo spettro

Sisma in direzione y (analisi modale)
7,0
15.60,5.50,373.56,10.37                   
15.60,5.77,387.25,10.26
15.60,5.77,387.25,10.26
15.60,5.77,398.53,10.26
15.60,5.77,398.53,10.26
15.60,5.50,350.53,9.55
15.60,5.50,350.53,9.55
y,7                                                                                                      
0.220,2.522,0.327,3.90,B,T1

Coppie per eccentricit di Fx
1,0
15.60,5.50,0,0,396.76              'Ascissa e ordinata del punto di applicazione delle azioni concentrate rispetto al sistema di riferimento globale [m]+    
15.60,5.77,0,0,337.20               '+ Fx = componente in direzione x dell'azione applicata all'impalcato [kN o t]
15.60,5.77,0,0,269.76               '+ Fy = componente in direzione y dell'azione applicata all'impalcato [kN o t]
15.60,5.77,0,0,208.22               '+ Mz = coppia concentrata applicata all'impalcato [kNm o tm]
15.60,5.77,0,0,138.81
15.60,5.50,0,0,47.94
15.60,5.50,0,0,0

Coppie per eccentricit di Fy
1,0
15.60,5.50,0,0,969.24               'Ascissa e ordinata del punto di applicazione delle azioni concentrate rispetto al sistema di riferimento globale [m]+   
15.60,5.77,0,0,823.73               '+ Fx = componente in direzione x dell'azione applicata all'impalcato [kN o t]
15.60,5.77,0,0,658.99               '+ Fy = componente in direzione y dell'azione applicata all'impalcato [kN o t]
15.60,5.77,0,0,508.64               '+ Mz = coppia concentrata applicata all'impalcato [kNm o tm]
15.60,5.77,0,0,339.10
15.60,5.50,0,0,135.97
15.60,5.50,0,0,0










