TelSpa 5.1
"analisi telaio spaziale"
11,6,1,8,0
R,0.5,-0.65,x 'telaio 1
R, 0.5,-5.8, x 'telaio 2
R,12.65,-5.8,x 'telaio3
R, 0.5,-11.8,x 'telaio 4
R, 12.65,-11.8,x 'telaio5
R, 0.5,-17.25,x 'telaio 6
R,2.15,0.65,y 'telaio 7
R,7.7,0.65,y 'telaio 8
R,12.65,0.65,y 'telaio 9
R,18.05,0.65,y 'telaio 10
R,23.25, 0.65,y 'telaio 11

SISINT
31500,0.1
R,0.3,0.7,1, R,0.7,0.3,1,    
R,0.3,0.6,1, R,0.6,0.3,1,    
R,0.3,0.5,1, R,0.5,0.3,1,
R,0.6,0.22,1 
G,0.2,0.2,0,PENDOLO,1

'telaio 1 (R)
6,6,0
0,14,15,16,17,18

0,3.2,3.2,3.2,3.2,3.7
1.4,1.81,1.4,1.4,1.4,1.4

1.85,5.35,4.95,5.4,5.0

7,7,7,7,7
3,3,3,3,3
3,3,3,3,3
1,1,1,1,1
1,1,1,1,1
1,1,1,1,1

0,1,2,2,1,1
0,1,2,2,1,1
0,1,2,2,1,1
0,1,2,2,1,1
0,1,2,2,1,1
0,1,2,2,1,1

1,2,3,4,5,6

'telaio 2 (R)
4,6,0
0,9,10,11

0,3.2,3.2,3.2,3.2,3.7

1.4,1.81,3.2,4.44

1.65,5.55,4.95

7,7,5
3,3,3
3,3,3
1,1,1
1,1,1
1,1,1

0,2,2,1
0,2,2,1
0,2,2,1
0,2,2,1
0,2,2,1
0,2,2,1

1,2,3,4,5,6

'telaio 3 (R)
3,6,0
11,12,13
3.2,3.2,3.2,3.2,3.2,3.7
5.4,5.2

5,5
3,7
3,7
1,7
1,7
1,7

1,2,2
1,2,2
1,2,2
1,2,2
1,2,2
1,2,2

1,2,3,4,5,6



'telaio 4 (R)
4,6,0
0,4,5,6

0,3.2,3.2,3.2,3.2,3.7

1.4,1.81,3.2,4.44

1.65,5.55,4.95

7,7,7
3,3,3
3,3,3
1,1,1
1,1,1
1,1,1

0,2,2,1
0,2,2,1
0,2,2,1
0,2,2,1
0,2,2,1
0,2,2,1

1,2,3,4,5,6

'telaio 5 (R)
3,6,0
6,7,8

0,3.2,3.2,3.2,3.2,3.7

1.4,1.4,1.4

5.4,5.0

7,7
3,3
3,3
1,1
1,1
1,1

1,1,1
1,1,1
1,1,1
1,1,1
1,1,1
1,1,1

1,2,3,4,5,6

'telaio 6(R)
4,6,0
0,1,2,3

0,3.2,3.2,3.2,3.2,3.7
1.4,1.81,3.2,1.4

1.85,5.35,4.75

7,7,7
3,3,3
3,3,3
1,1,1
1,1,1
1,1,1

0,1,2,1
0,1,2,1
0,1,2,1
0,1,2,1
0,1,2,1
0,1,2,1

1,2,3,4,5,6

'telaio 7(R)
4,6,0
14,9,4,1
0,3.2,3.2,3.2,3.2,3.7

1.81,1.81,1.81,1.81

5.35,5.6,5.65
7,7,7
7,3,7
7,3,7
7,1,7
7,1,7
7,1,7

2,1,1,2
2,1,1,2
2,1,1,2
2,1,1,2
2,1,1,2
2,1,1,2

1,2,3,4,5,6

'telaio 8(R)
4,6,0

15,10,5,2

0,3.2,3.2,3.2,3.2,3.7
1.4,3.2,3.2,1.4


5.15,5.8,5.25

7,5,5
3,3,3
3,3,3
1,1,1
1,1,1
1,1,1

1,1,1,1
1,1,1,1
1,1,1,1
1,1,1,1
1,1,1,1
1,1,1,1

1,2,3,4,5,6

'telaio 9(R)
4,6,0

16,11,6,3

0,3.2,3.2,3.2,3.2,3.7
1.4,4.44,4.44,1.4

4.95,6,5.45

7,7,7
3,3,3
3,3,3
1,1,1
1,1,1
1,1,1

1,2,2,2
1,2,2,2
1,2,2,2
1,2,2,2
1,2,2,2
1,2,2,2

1,2,3,4,5,6

'telaio 10(R)
3,6,0

17,12,7

0,3.2,3.2,3.2,3.2,3.7
1.4,3.2,1.4

5.35,5.8

7,7
3,3
3,3
1,1
1,1
1,1

2,1,2
2,1,2
2,1,2
2,1,2
2,1,2
2,1,2

1,2,3,4,5,6


'telaio 11(R)
3,6,0

18,13,8

0,3.2,3.2,3.2,3.2,3.7
1.4,3.2,1.4

5.35,5.8

7,7
3,3
3,3
1,1
1,1
1,1

2,1,2
2,1,2
2,1,2
2,1,2
2,1,2
2,1,2

1,2,3,4,5,6


' carichi
carichi verticali massimi (senza sisma)
0,1
1,0,0,0
-37.37,-37.37,-37.37,-19.65,-19.65
-34.42,-34.42,-34.42,-16.69,-16.69
-34.42,-34.42,-34.42,-16.69,-16.69
-35.39,-35.39,-35.39,-17.67,-17.67
-35.39,-35.39,-35.39,-17.67,-17.67
-35.39,-35.39,-35.39,-17.67,-17.67


1,0,0,0
-31.78,-55.27,-68.51
-28.83,-52.32,-64.56
-28.83,-52.32,-64.56
-29.8,-53.29,-65.53
-29.8,-53.29,-65.53
-29.8,-53.29,-65.53

1,0,0,0

-12.91,-12.91
-8.97,-7
-8.97,-7
-9.94,-7
-9.94,-7
-9.94,-7


1,0,0,0

-28.14, -51.63,-63.87
-30.11, -53.6, -65.85
-30.11, -53.6, -65.85
-31.08, -54.57, -66.81
-31.08, -54.57, -66.81
-31.08, -54.57, -66.81


1,0,0,0
-19.65, -19.65
-65.92, -16.69
-65.92, -16.69
-66.89, -17.67
-66.89, -17.67
-66.89, -17.67

1,0,0,0
-38.66, -38.66, -38.66
-35.7, -35.7, -71.54
-35.7, -35.7, -71.54
-36.68, -36.68, -72.51
-36.68, -36.68, -72.51
-36.68, -36.68, -36.68
 

1,0,0,0
-11.92, -57.06, -11.92
-7,-49.18,-7
-7,-49.18,-7
-7,-47.22, -7
-7,-47.22, -7
-7,-47.22, -7

1,0,0,0
-7, -7.99,7.99
-8.97, -8.97, 8.97
-8.97, -8.97, 8.97
-9.94,-9.94,-9.94
-9.94,-9.94,-9.94
-9.94,-9.94,-9.94

1,0,0,0
-25.79, -25.79,-14.73
-27.76, -27.76, -16.69
-27.76, -27.76, -16.69
-28.74, -28.74, -9.94
-28.74, -28.74,-9.94
-28.74, -28.74, -9.94

1,0,0,0
-48, -48
-49.97, -49.97
-49.97, -49.97
-50.94, -50.94
-50.94, -50.94
-50.94, -50.94

1,0,0,0
-37.59, -37.59
-34.63, -34.63
-34.63, -34.63
-35.61,-35.61
-35.61,-35.61
-35.61,-35.61

carichi verticali minimi (con sisma)
0,1
1,0,0,0
-26.33,-26.33,-26.33,-13.75,-13.75
-25.17, -25.17,-25.17,-12.59,-12.59
-25.17, -25.17,-25.17,-12.59,-12.59
-25.92,-25.92,-25.92,-13.34,-13.34
-25.92,-25.92,-25.92,-13.34,-13.34
-25.92,-25.92,-25.92,-13.34,-13.34


1,0,0,0
-21.91,-38.58,-46.54
-20.74,-37.41,-44.61
-20.74,-37.41,-44.61
-21.49,-38.16,-45.36
-21.49,-38.16,-45.36
-21.49,-38.16,-45.36


1,0,0,0
-8.57,-8.57
-6.64,-5.13
-6.64,-5.13
-7.39,-5.13
-7.39,-5.13
-7.39,-5.13


1,0,0,0
-20.14,-36.81,-44.01
-21.65,-38.32,-45.52
-21.65,-38.32,-45.52
-22.4,-39.07,-46.27
-22.4,-39.07,-46.27
-22.4,-39.07,-46.27


1,0,0,0
-13.75,-13.75
-39.38,-12.59
-39.38,-12.59
-40.13,-13.34
-40.13,-13.34
-40.13,-13.34

1,0,0,0
-27.24,-27.24,-27.24
-26.08,-26.08,-45.58
-26.08,-26.08,-45.58
-26.83,-26.83,-26.83
-26.83,-26.83,-26.83
-26.83,-26.83,-26.83

1,0,0,0
-7.81,-34.11,-7.81
-5.13,-30.27,-5.13
-5.13,-30.27,-5.13
-5.13,-28.75,-5.13
-5.13,-28.75,-5.13
-5.13,-28.75,-5.13

1,0,0,0
-5.13,-5.89,-5.89
-6.64,-6.64,-6.64
-6.64,-6.64,-6.64
-7.39,-7.39,-7.39
-7.39,-7.39,-7.39
-7.39,-7.39,-7.39

1,0,0,0
-18.47, -18.47, -11.07
-19.98, -19.98,  -12.59
-19.98, -19.98,  -12.59
-20.73,-20.73,-7.39
-20.73,-20.73,-7.39
-20.73,-20.73,-7.39

1,0,0,0
-34.23, -34.23
-35.75, -35.75
-35.75, -35.75
-36.5, -36.5
-36.5, -36.5
-36.5, -36.5

1,0,0,0
-26.49, -26.49
-25.32, -25.32
-25.32, -25.32
-26.07, -26.07
-26.07, -26.07
-26.07, -26.07

' Gruppo dati carico

Forze in direzione x

1,0

10.91,-7.97,290.08,0,0
11.02,-8.54,345.2,0,0
11.02,-8.54,278.25,0,0
11.02,-8.54,217.19,0,0
11.02,-8.54,148.38,0,0
10.87,-7.94,77.64,0,0



Forze in direzione y

1,0

10.91,-7.97,0,279.83,0
11.02,-8.54,0,333.00,0
11.02,-8.54,0,268.42,0
11.02,-8.54,0,209.51,0
11.02,-8.54,0,143.13,0
10.87,-7.94,0,74.89,0


'analisi modale

direzione x

6,0


10.91,-7.97,278.43,8.31,
11.02,-8.54,385.57,7.9
11.02,-8.54,385.57,7.98
11.02,-8.54,396.3,7.98
11.02,-8.54,396.3,7.98
10.87,-7.94,386.7,7.91

x,7


0.183,2.490,0.350,5,C,T1

direzione Y

6,0

10.91,-7.97,278.43,8.31
11.02,-8.54,385.57,7.98
11.02,-8.54,385.57,7.98
11.02,-8.54,396.3,7.98
11.02,-8.54,396.3,7.98
10.87,-7.94,386.7,7.91

y,7
0.183,2.490,0.350,5,C,T1
Coppie per eccentricit di Fx
1,0
10.91,-7.97,0,0,420.21
11.02,-8.54,0,0,415.69
11.02,-8.54,0,0,335.07
11.02,-8.54,0,0,254.45
11.02,-8.54,0,0,173.83
10.87,-7.94,0,0,86.29

Coppie per eccentricit di Fy
1,0
10.91,-7.97,0,0,337.57
11.02,-8.54,0,0,339.45
11.02,-8.54,0,0,273.62
11.02,-8.54,0,0,207.79
11.02,-8.54,0,0,141.95
10.87,-7.94,0,0,63.68








