TelSpa 5.1
Edificio a 5 piani - analisi modale con dati 2008 e modulo elastico travi dimezzato
12,5,2,6,0
R, 0.15,0.15,X
R, 0.15,4.55,X
R, 0.15,8.75,X
R, 4.15,12.25,X
R, 0.15,15.85,X
R, 0.15,0.15,Y
R, 4.85,0.15,Y
R, 8.65,0.15,Y
R, 11.65,0.15,Y
R, 14.85,0.15,Y
R, 19.05,0.15,Y
R, 22.65,0.15,Y
15750,0.1,31500,0.1
R,0.30,0.60,1
R,0.30,0.50,1
R,0.60,0.22,1
R,0.00,0.00,1
R,0.30,0.70,2
R,0.70,0.30,2
' telaio 1 (R)
7,5,0
21,22,23,24,25,26,27
3.20,3.20,3.20,3.20,3.60
4.30,3.80,3.20,3.20,4.20,3.60
2,2,2,2,2,2,  1,1,1,1,1,1,  1,1,1,1,1,1,  1,1,1,1,1,1,  1,1,1,1,1,1
5,5,5,6,5,5,6,  5,5,5,6,5,5,6,  5,5,5,6,5,5,6,  5,5,5,6,5,5,6,  5,5,5,6,5,5,6
1,2,3,4,5
' telaio 2 (R)
7,5,0
14,15,16,17,18,19,20
3.20,3.20,3.20,3.20,3.60
4.70,3.80,3.00,3.20,4.20,3.60
3,3,3,2,2,2,  3,3,3,1,1,1,  3,3,3,1,1,1,  3,3,3,1,1,1,  3,3,3,1,1,1
6,6,6,6,5,5,6,  6,6,6,6,5,5,6,  6,6,6,6,5,5,6, 6,6,6,6,5,5,6,  6,6,6,6,5,5,6
1,2,3,4,5
' telaio 3 (R)
7,5,0
7,8,9,10,11,12,13
3.20,3.20,3.20,3.20,3.60
4.70,3.80,2.90,3.30,4.20,3.60
3,3,2,2,2,2,  3,3,1,1,1,1,  3,3,1,1,1,1,  3,3,1,1,1,1,  3,3,1,1,1,1
6,6,6,5,5,5,6,  6,6,6,5,5,5,6,  6,6,6,5,5,5,6, 6,6,6,5,5,5,6,  6,6,6,5,5,5,6
1,2,3,4,5
' telaio 4 (R)
3,5,0
4,5,6
3.20,3.20,3.20,3.20,3.60
4.70,3.80
3,3,  3,3,  3,3,  3,3,  3,3
6,6,6,  6,6,6,  6,6,6,  6,6,6,  6,6,6
1,2,3,4,5
' telaio 5 (R)
3,5,0
1,2,3
3.20,3.20,3.20,3.20,3.60
4.30,3.80
2,2,  1,1,  1,1,  1,1,  1,1
5,5,5,  5,5,5,  5,5,5,  5,5,5,  5,5,5
1,2,3,4,5
' telaio 6 (R)
5,5,0
21,14,7,4,1
3.20,3.20,3.20,3.20,3.60
4.30,3.80,4.00,3.60
2,2,2,2,  1,1,1,1,  1,1,1,1,  1,1,1,1,  1,1,1,1
6,5,5,5,6,  6,5,5,5,6,  6,5,5,5,6,   6,5,5,5,6,   6,5,5,5,6
1,2,3,4,5
' telaio 7 (R)
5,5,0
22,15,8,5,2
3.20,3.20,3.20,3.20,3.60
4.30,4.10,3.70,3.60
2,2,2,2,  1,1,1,1,  1,1,1,1,  1,1,1,1,  1,1,1,1
6,5,5,5,6,  6,5,5,5,6,  6,5,5,5,6,   6,5,5,5,6,   6,5,5,5,6
1,2,3,4,5
' telaio 8 (R)
5,5,0
23,16,9,6,3
3.20,3.20,3.20,3.20,3.60
4.30,4.10,3.70,3.60
2,2,2,2,  1,1,1,1,  1,1,1,1,  1,1,1,1,  1,1,1,1
6,5,5,5,6,  6,5,5,5,6,  6,5,5,5,6,   6,5,5,5,6,   6,5,5,5,6
1,2,3,4,5
' telaio 9 (R)
3,5,0
24,17,10
3.20,3.20,3.20,3.20,3.60
4.10,4.30
2,2,  1,1,  1,1,  1,1, 1,1
5,5,6,  5,5,6,  5,5,6,  5,5,6,  5,5,6
1,2,3,4,5
' telaio 10 (R)
3,5,0
25,18,11
3.20,3.20,3.20,3.20,3.60
4.40,4.20
3,3,  3,3,  3,3,  3,3,  3,3
6,6,6,  6,6,6,  6,6,6,  6,6,6,  6,6,6
1,2,3,4,5
' telaio 11 (R)
3,5,0
26,19,12
3.20,3.20,3.20,3.20,3.60
4.40,4.20
3,3,  3,3,  3,3,  3,3,  3,3
6,6,6,  6,6,6,  6,6,6,  6,6,6,  6,6,6
1,2,3,4,5
' telaio 12 (R)
3,5,0
27,20,13
3.20,3.20,3.20,3.20,3.60
4.10,4.10
2,2,  1,1,  1,1,  1,1, 1,1
5,5,5,  5,5,5,  5,5,5,  5,5,5,  5,5,5
1,2,3,4,5
'carichi
Carichi verticali massimi (senza sisma)
0,1
1,0,0,0
-22.53,-22.53,-24.48,-32.12,-32.12,-32.12
-47.23,-47.23,-39.20,-51.46,-51.46,-51.46
-47.23,-47.23,-39.20,-51.46,-51.46,-51.46
-47.23,-47.23,-39.20,-51.46,-51.46,-51.46
-17.48,-17.48,-39.20,-34.48,-34.48,-34.48
1,0,0,0
-10.57,-10.57,-22.11,-44.50,-44.50,-44.50
-12.11,-12.11,-35.86,-52.76,-52.76,-52.76
-12.11,-12.11,-35.86,-52.76,-52.76,-52.76
-12.11,-12.11,-35.86,-52.76,-52.76,-52.76
-12.11,-12.11,-35.86,-57.06,-57.06,-57.06
1,0,0,0
-10.57,-10.57,-16.98,-31.27,-31.27,-31.27
-12.11,-12.11,-17.95,-50.46,-50.46,-50.46
-12.11,-12.11,-17.95,-50.46,-50.46,-50.46
-12.11,-12.11,-17.95,-50.46,-50.46,-50.46
-12.11,-12.11,-17.95,-33.48,-33.48,-33.48
1,0,0,0
-10.57,-10.57
-12.11,-12.11
-12.11,-12.11
-12.11,-12.11
-12.11,-12.11
1,0,0,0
-10.89,-10.89
-18.26,-18.26
-18.26,-18.26
-18.26,-18.26
-18.26,-18.26
1,0,0,0
-33.39,-27.57,-27.57,-27.57
-52.96,-35.98,-35.98,-35.98
-52.96,-35.98,-35.98,-35.98
-52.96,-35.98,-35.98,-35.98
-35.98,-35.98,-35.98,-35.98
1,0,0,0
-45.83,-45.83,-47.63,-47.63
-54.34,-54.34,-56.46,-56.46
-54.34,-54.34,-56.46,-56.46
-54.34,-54.34,-56.46,-56.46
-56.46,-56.46,-56.46,-56.46
1,0,0,0
-28.36,-49.03,-23.76,-23.76
-32.26,-52.23,-31.48,-31.48
-32.26,-52.23,-31.48,-31.48
-32.26,-52.23,-31.48,-31.48
-32.26,-52.23,-31.48,-31.48
1,0,0,0
-16.52,-33.71
-18.26,-35.45
-18.26,-35.45
-18.26,-35.45
-18.26,-35.45
1,0,0,0
-10.57,-10.57
-12.11,-12.11
-12.11,-12.11
-12.11,-12.11
-12.11,-12.11
1,0,0,0
-10.57,-10.57
-12.11,-12.11
-12.11,-12.11
-12.11,-12.11
-12.11,-12.11
1,0,0,0
-22.53,-10.89
-48.79,-18.26
-48.79,-18.26
-48.79,-18.26
-18.26,-18.26
Carichi verticali minimi (con sisma)
0,1
1,0,0,0
-15.54,-15.54,-16.39,-20.06,-20.06,-20.06
-29.46,-29.46,-25.28,-31.99,-31.99,-31.99
-29.46,-29.46,-25.28,-31.99,-31.99,-31.99
-29.46,-29.46,-25.28,-31.99,-31.99,-31.99
-12.50,-12.50,-25.28,-22.36,-22.36,-22.36
1,0,0,0
 -6.42, -6.42,-13.46,-26.15,-26.15,-26.15
 -7.42, -7.42,-21.60,-31.63,-31.63,-31.63
 -7.42, -7.42,-21.60,-31.63,-31.63,-31.63
 -7.42, -7.42,-21.60,-31.63,-31.63,-31.63
 -7.42, -7.42,-21.60,-34.13,-34.13,-34.13
1,0,0,0
 -6.42, -6.42,-11.95,-19.58,-19.58,-19.58
 -7.42, -7.42,-12.70,-31.41,-31.41,-31.41
 -7.42, -7.42,-12.70,-31.41,-31.41,-31.41
 -7.42, -7.42,-12.70,-31.41,-31.41,-31.41
 -7.42, -7.42,-12.70,-21.78,-21.78,-21.78
1,0,0,0
 -6.42, -6.42
 -7.42, -7.42
 -7.42, -7.42
 -7.42, -7.42
 -7.42, -7.42
1,0,0,0
 -7.74, -7.74
-13.10,-13.10
-13.10,-13.10
-13.10,-13.10
-13.10,-13.10
1,0,0,0
-20.78,-16.88,-16.88,-16.88
-32.86,-23.23,-23.23,-23.23
-32.86,-23.23,-23.23,-23.23
-32.86,-23.23,-23.23,-23.23
-23.23,-23.23,-23.23,-23.23
1,0,0,0
-26.91,-26.91,-27.93,-27.93
-32.55,-32.55,-33.78,-33.78
-32.55,-32.55,-33.78,-33.78
-32.55,-32.55,-33.78,-33.78
-33.78,-32.55,-33.78,-33.78
1,0,0,0
-18.57,-30.49,-14.72,-14.72
-21.22,-33.33,-20.62,-20.62
-21.22,-33.33,-20.62,-20.62
-21.22,-33.33,-20.62,-20.62
-21.22,-33.33,-20.62,-20.62
1,0,0,0
-11.85,-21.75
-13.10,-23.00
-13.10,-23.00
-13.10,-23.00
-13.10,-23.00
1,0,0,0
 -6.42, -6.42
 -7.42, -7.42
 -7.42, -7.42
 -7.42, -7.42
 -7.42, -7.42
1,0,0,0
 -6.42, -6.42
 -7.42, -7.42
 -7.42, -7.42
 -7.42, -7.42
 -7.42, -7.42
1,0,0,0
-15.54, -7.74
-30.66,-13.10
-30.66,-13.10
-30.66,-13.10
-13.10,-13.10
Sisma in direzione x (analisi modale)
15,0
10.15,5.77,313.14,8.05
10.35,5.64,334.89,8.38
10.35,5.64,334.89,8.38
10.35,5.64,334.89,8.38
 9.75,6.33,297.21,7.81
x,7
0.250,2.410,0.360,5.85,C,T1
Sisma in direzione y (analisi modale)
15,0
10.15,5.77,313.14,8.05
10.35,5.64,334.89,8.38
10.35,5.64,334.89,8.38
10.35,5.64,334.89,8.38
 9.75,6.33,297.21,7.81
y,7
0.250,2.410,0.360,5.85,C,T1
Coppie per eccentricit di Fx
1,0
10.15,5.77,0,0,488.7
10.35,5.64,0,0,420.7
10.35,5.64,0,0,318.7
10.35,5.64,0,0,216.7
 9.75,6.33,0,0,101.8
Coppie per eccentricit di Fy
1,0
10.15,5.77,0,0,719.0
10.35,5.64,0,0,618.9
10.35,5.64,0,0,468.9
10.35,5.64,0,0,318.8
 9.75,6.33,0,0,149.8