TelSpa 5.1
"Analisi telaio spaziale"
10,5,1,12,0, 'num telai num impalcati num mater num sez no fondaz
R,3.30,0.15,x, R,0,5.55,x,  R,0,10.65,x, 'telaio 1-2-3 (ho preso la misura dal sist di rif all'estradosso del telaio)
R,0.15,5.40,y, R,3.45,0,y, R,8.55,0,y, R,12.15,0,y, R,16.95,0,y, R,22.35,0,y, R,25.65,0,y, 'telaio da 4 a 10
SISINT
31500,0.1, 'cls 25/30
R,0.30,0.70,1,  R,0.30,0.60,1,  R,0.30,0.50,1,  R,0.8,0.28,1, R,0.4,0.28,1, 'sezioni travi (1 indica materiale)
R,0.30,0.80,1,  R,0.80,0.30,1,  R,0.30,0.70,1,  R,0.70,0.30,1,  R,0.30,0.60,1,  R,0.60,0.30,1,'sezioni pilastri (1 indica materiale)
G,0.2,0.2,0,PENDOLO,1

'telaio 1 (R)

6,5,0, ' num pil num piani no fond
1,2,3,4,5,6, 'num pil in carpenteria
3.2,3.2,3.2,3.2,3.7, 'altezza interpiano
3.1,5.8,4.4,5.6,3.3, 'luci campate da interasse pil
4,3,3,3,3, 'sez trav quinto impalcato 3  il num di sez delle travi
4,2,2,2,2, 'sez trav quarto impalcato
4,1,1,1,1
4,1,1,1,1
4,1,1,1,1
11,10,10,10,11,11, 'sez pil quinto ordine
9,8,8,8,9,9
7,6,6,6,7,7
7,6,6,6,7,7
7,6,6,6,7,7
1,2,3,4,5

'telaio 2 (R)

7,5,0, ' num pil num piani no fond
7,8,9,10,11,12,13, 'num pil in carpenteria
3.2,3.2,3.2,3.2,3.7, 'altezza interpiano
3.3,5.3,3.6,4.4,5.4,3.5, 'luci campate da interasse pil
3,3,3,3,3,3, 'sez trav quinto impalcato 3  il num di sez delle travi
2,2,2,2,2,2, 'sez trav quarto impalcato
1,1,1,1,1,1
1,1,1,1,1,1
1,1,1,1,1,1
11,11,10,10,10,10,11, 'sez pil quinto ordine
9,9,8,8,8,8,9
7,7,6,6,6,6,7
7,7,6,6,6,6,7
7,7,6,6,6,6,7
1,2,3,4,5


'telaio 3 (R)

7,5,0, ' num pil num piani no fond
14,15,16,17,18,19,20, 'num pil in carpenteria
3.2,3.2,3.2,3.2,3.7, 'altezza interpiano
3.1,4.5,4.4,4.8,5.2,3.5, 'luci campate da interasse pil
3,4,3,3,3,4, 'sez trav quinto impalcato 3  il num di sez delle travi
2,4,2,2,2,4, 'sez trav quarto impalcato
1,4,1,1,1,4
1,4,1,1,1,4
1,4,1,1,1,4
11,10,10,11,11,10,11, 'sez pil quinto ordine
9,8,8,9,9,8,9
7,6,6,7,7,6,7
7,6,6,7,7,6,7
7,6,6,7,7,6,7
1,2,3,4,5

'telaio 4 (R)

2,5,0, ' num pil num piani no fond
7,14, 'num pil in carpenteria 
3.2,3.2,3.2,3.2,3.7, 'altezza interpiano
4.7, 'luci campate da interasse pil
3, 'sez trav quinto impalcato 3  il num di sez delle travi
2, 'sez trav quarto impalcato
1
1
1
10,10, 'sez pil quinto ordine
8,8
6,6
6,6
6,6
1,2,3,4,5

'telaio 5 (R)

3,5,0, ' num pil num piani no fond
1,8,15, 'num pil in carpenteria 
3.2,3.2,3.2,3.2,3.7, 'altezza interpiano
5.4,4.9, 'luci campate da interasse pil
3,3, 'sez trav quinto impalcato 3  il num di sez delle travi
2,2, 'sez trav quarto impalcato
1,1
1,1
1,1
10,10,11, 'sez pil quinto ordine
8,8,9
6,6,7
6,6,7
6,6,7
1,2,3,4,5

'telaio 6 (R)

3,5,0, ' num pil num piani no fond 
2,9,16, 'num pil in carpenteria 
3.2,3.2,3.2,3.2,3.7, 'altezza interpiano
5.25,5.1, 'luci campate da interasse pil
5,5, 'sez trav quinto impalcato 3  il num di sez delle travi
5,5, 'sez trav quarto impalcato
5,5
5,5
5,5
12,11,11, 'sez pil quinto ordine 
12,9,9
12,7,7
12,7,7
12,7,7
1,2,3,4,5


'telaio 7 (R)

3,5,0, ' num pil num piani no fond 
3,10,17, 'num pil in carpenteria 
3.2,3.2,3.2,3.2,3.7, 'altezza interpiano
5.4,4.9, 'luci campate da interasse pil
5,3, 'sez trav quinto impalcato 3  il num di sez delle travi
5,2, 'sez trav quarto impalcato
5,1
5,1
5,1
11,11,10, 'sez pil quinto ordine 
9,9,8
7,7,6
7,7,6
7,7,6
1,2,3,4,5



'telaio 8 (R)

3,5,0, ' num pil num piani no fond 
4,11,18, 'num pil in carpenteria 
3.2,3.2,3.2,3.2,3.7, 'altezza interpiano
5.4,4.9, 'luci campate da interasse pil
5,3, 'sez trav quinto impalcato 3  il num di sez delle travi
5,2, 'sez trav quarto impalcato
5,1
5,1
5,1
11,11,10, 'sez pil quinto ordine 
9,9,8
7,7,6
7,7,6
7,7,6
1,2,3,4,5


'telaio 9 (R)

3,5,0, ' num pil num piani no fond 
5,12,19, 'num pil in carpenteria 
3.2,3.2,3.2,3.2,3.7, 'altezza interpiano
5.20,5.10, 'luci campate da interasse pil
3,3, 'sez trav quinto impalcato 3  il num di sez delle travi
2,2, 'sez trav quarto impalcato
1,1
1,1
1,1
10,11,11, 'sez pil quinto ordine 
8,9,9
6,7,7
6,7,7
6,7,7
1,2,3,4,5


'telaio 10 (R)

3,5,0, ' num pil num piani no fond 
6,13,20, 'num pil in carpenteria 
3.2,3.2,3.2,3.2,3.7, 'altezza interpiano
5.40,4.7, 'luci campate da interasse pil
3,3, 'sez trav quinto impalcato 3  il num di sez delle travi
2,2, 'sez trav quarto impalcato
1,1
1,1
1,1
10,10,10, 'sez pil quinto ordine 
8,8,8
6,6,6
6,6,6
6,6,6
1,2,3,4,5

' Gruppo dati carico
Forze in direzione x
1,0
13.77,5.50,665.4,0,0 
13.74,5.06,595.2,0,0
13.74,5.06,469.7,0,0
13.74,5.06,323.1,0,0
13.74,5.06,174.8,0,0

Forze in direzione y
1,0
13.77,5.50,0,585.4,0
13.74,5.06,0,523.7,0
13.74,5.06,0,413.2,0
13.74,5.06,0,284.3,0
13.74,5.06,0,153.8,0

Analisi modale lungo x
10,0 
13.77,5.50,302.3,8.41
13.74,5.06,335.4,8.51
13.74,5.06,348.5,8.51
13.74,5.06,351,8.51
13.74,5.06,354,8.51
x

7,0.262,2.351,0.363,3.9,B,T1

Analisi modale lungo y
10,0 
13.77,5.50,302.3,8.41
13.74,5.06,335.4,8.51
13.74,5.06,348.5,8.51
13.74,5.06,351,8.51
13.74,5.06,354,8.51
y

7,0.262,2.351,0.363,3.9,B,T1

Coppie per eccentricit di Fx
1,0
13.77,5.50,0,0,491.6
13.74,5.06,0,0,427.6
13.74,5.06,0,0,337.4
13.74,5.06,0,0,232.1
13.74,5.06,0,0,125.6

Coppie per eccentricit di Fy
1,0
13.77,5.50,0,0,793.3
13.74,5.06,0,0,699.4
13.74,5.06,0,0,551.8
13.74,5.06,0,0,379.6
13.74,5.06,0,0,205.3

Carichi verticali massimi (senza sisma)
0,1

1,0,0,0
-47.1,-46.8,-38.5,-46.8,-46.8
-62.4,-66.4,-37.1,-64.5,-67.4
-62.4,-67.4,-38.1,-65.5,-68.3
-62.4,-67.4,-38.1,-65.5,-68.3
-62.4,-67.4,-38.1,-65.5,-68.3

1,0,0,0
-47.7,-63.4,-63.4,-87.7,-63.4,-63.4
-69.3,-66.0,-72.2,-87.4,-72.2,-66.0
-70.3,-67.0,-73.2,-88.3,-73.2,-67.0
-70.3,-67.0,-73.2,-88.3,-73.2,-67.0
-70.3,-67.0,-73.2,-88.3,-73.2,-67.0

1,0,0,0
-36.8,-50.7,-36.8,-51.0,-36.8,-50.7
-39.6,-70.9,-34.9,-50.8,-38.0,-70.9
-40.5,-70.9,-35.8,-51.7,-39.0,-70.9
-40.5,-70.9,-35.8,-51.7,-39.0,-70.9
-40.5,-70.9,-35.8,-51.7,-39.0,-70.9

1,0,0,0
-11.9
-16.9
-17.8
-17.8
-17.8

1,0,0,0
-28.5,-15.0
-62.3,-15.9
-63.3,-16.8
-63.3,-16.8
-63.3,-16.8

1,0,0,0
-13.4,-13.4
-13.7,-18.0
-13.7,-18.0
-13.7,-18.0
-13.7,-18.0

1,0,0,0
-13.4,-26.5
-13.9,-28.7
-13.9,-29.6
-13.9,-29.6
-13.9,-29.6

1,0,0,0
-13.4,-26.5
-13.9,-28.7
-13.9,-29.6
-13.9,-29.6
-13.9,-29.6

1,0,0,0
-15.0,-15.0
-18.5,-16.9
-19.4,-17.8
-19.4,-17.8
-19.4,-17.8

1,0,0,0
-28.5,-11.9
-61.4,-17.8
-62.4,-18.7
-62.4,-18.7
-62.4,-18.7

Carichi verticali massimi (con sisma)
0,1

1,0,0,0
-28.0,-27.7,-22.6,-27.7,-27.7
-37.6,-40.5,-23.9,-39.0,-41.2
-37.6,-41.2,-24.7,-39.8,-41.9
-37.6,-41.2,-24.7,-39.8,-41.9
-37.6,-41.2,-24.7,-39.8,-41.9

1,0,0,0
-28.2,-36.2,-36.2,-54.2,-36.2,-36.2
-42.2,-39.9,-44.2,-54.9,-44.1,-39.9
-43,-40.6,-45.0,-55.6,-44.9,-40.6
-43,-40.6,-45.0,-55.6,-44.9,-40.6
-43,-40.6,-45.0,-55.6,-44.9,-40.6

1,0,0,0
-21.6,-30.3,-21.6,-33.6,-21.6,-30.3
-25.6,-44.1,-22.0,-33.4,-30.4,-41.3
-26.4,-44.1,-22.7,-34.1,-31.1,-41.3
-26.4,-44.1,-22.7,-34.1,-31.1,-41.3
-26.4,-44.1,-22.7,-34.1,-31.1,-41.3

1,0,0,0
-8.0
-12.1
-12.9
-12.9
-12.9

1,0,0,0
-18.2,-9.2
-37.3,-10.1
-38.1,-10.9
-38.1,-10.9
-38.1,-10.9

1,0,0,0
-7.9,-7.9
-8.5,-11.8
-8.5,-11.8
-8.5,-11.8
-8.5,-11.8


1,0,0,0
-7.9,-18.0
-8.8,-19.7
-8.8,-20.4
-8.8,-20.4
-8.8,-20.4

1,0,0,0
-7.9,-18.0
-8.8,-19.7
-8.8,-20.4
-8.8,-20.4
-8.8,-20.4

1,0,0,0
-9.2,-9.2
-13.7,-10.8
-14.4,-11.5
-14.4,-11.5
-14.4,-11.5

1,0,0,0
-18.2,-8.0
-36.6,-12.7
-37.4,-13.5
-37.4,-13.5
-37.4,-13.5