"TELSPA 5.1"
"Progettazione in zona sismica 2016/2017, Giovanni Gulizia"
'n telai, n impalcati, n materiali, n tipi di sezione, fondazione incastrata al piede
14,7,1,7,0
'telaio a maglie rettangolari, coordinate x e y, parallelo all'asse x o y
R,0,0,x, R,0,5.65,x, R,0,9.70,x, R,12.55,11.1,x, R,14.10,15.15,x, R,14.10,18.75,x, R,13.8,22.9108,x, R,0,0,y, R,4.05,0,y, R,8.6,0,y, R,12.55,0,y, R,13.95,11.10,y, R,18.2,0,y, R,23.5,0,y, 
'materiale cls di classe 25/30 con modulo di Young Em e coefficiente di Poisson
31500,0.1

'sezioni rettangolari, base, altezza, n materiale di cui  costituita
'N.B l'ordine con cui vengono scritte indicher la posizione
'pilastri     travi
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,0.3,0.7,1, R,0.3,0.6,1, R,1,0.24,1, 

'Telaio 1 (R)
'n pilastri, n impalcati,
6,6,0
'numerazione pilastri
1,2,3,4,5,6
'altezza di ogni interpiano
3.3,3.3,3.3,3.3,3.3,3.8
'lunghezze campate di travi
4.05,4.55,3.95,5.65,5.3
'tipo di sezioni di travi richiamati con il numero di posizione
6,6,7,6,7
5,5,7,5,7
5,5,7,5,7
5,5,7,5,7
5,5,7,5,7
5,5,7,5,7
'tipo di sezioni di pilastri richiamati con il numero di posizione
3,3,3,4,3,3
1,1,1,2,1,1
1,1,1,2,1,1
1,1,1,2,1,1
1,1,1,2,1,1
1,1,1,2,1,1
'n di impalcati
1,2,3,4,5,6

'Telaio 2 (R)
6,7,0
7,8,9,10,11,12
0,3.3,3.3,3.3,3.3,3.3,3.8
0,0,0,3.3,3.3,0
4.05,4.55,3.95,5.65,5.3
0,0,0,6,0
6,6,7,6,7
5,5,7,5,7
5,5,7,5,7
5,5,7,5,7
5,5,7,5,7
5,5,7,5,7
0,0,0,4,3,0
3,4,4,4,3,4
1,2,2,2,1,2
1,2,2,2,1,2
1,2,2,2,1,2
1,2,2,2,1,2
1,2,2,2,1,2

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

'Telaio 3 (R)
4,6,0
13,14,15,16
3.3,3.3,3.3,3.3,3.3,3.8
4.05,4.55,3.95
6,7,6
5,7,5
5,7,5
5,7,5
5,7,5
5,7,5
4,3,3,4
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 4 (R)
3,7,0
17,18,19
0,3.3,3.3,3.3,3.3,3.3,3.8
3.3,3.3,0
4.1,5.3
6,0
6,6
5,5
5,5
5,5
5,5
5,5
3,3,0
3,3,4
1,1,2
1,1,2
1,1,2
1,1,2
1,1,2

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

'Telaio 5 (R)
3,6,0
20,21,22
3.3,3.3,3.3,3.3,3.3,3.8
4.1,5.3
6,6
5,5
5,5
5,5
5,5
5,5
4,3,4
2,1,2
2,1,2
2,1,2
2,1,2
2,1,2

1,2,3,4,5,6

'Telaio 6 (R)
3,6,0
23,24,25
3.3,3.3,3.3,3.3,3.3,3.8
4.1,5.3
6,6
5,5
5,5
5,5
5,5
5,5
4,3,4
2,1,2
2,1,2
2,1,2
2,1,2
2,1,2

1,2,3,4,5,6

'Telaio 7 (R)
3,6,0
26,27,28
3.3,3.3,3.3,3.3,3.3,3.8
4.4,5.3
6,6
5,5
5,5
5,5
5,5
5,5
4,3,4
2,1,2
2,1,2
2,1,2
2,1,2
2,1,2

1,2,3,4,5,6

'Telaio 8 (R)
3,6,0
1,7,13
3.3,3.3,3.3,3.3,3.3,3.8
5.5,4.05
6,6
5,5
5,5
5,5
5,5
5,5
4,4,3
2,2,1
2,2,1
2,2,1
2,2,1
2,2,1

1,2,3,4,5,6

'Telaio 9 (R)
3,6,0
2,8,14
3.3,3.3,3.3,3.3,3.3,3.8
5.5,4.05
6,6
5,5
5,5
5,5
5,5
5,5
4,3,4
2,1,2
2,1,2
2,1,2
2,1,2
2,1,2

1,2,3,4,5,6

'Telaio 10 (R)
3,6,0
3,9,15
3.3,3.3,3.3,3.3,3.3,3.8
5.5,4.05
6,6
5,5
5,5
5,5
5,5
5,5
4,3,4
2,1,2
2,1,2
2,1,2
2,1,2
2,1,2

1,2,3,4,5,6

'Telaio 11 (R)
3,7,0
4,10,16
0,3.3,3.3,3.3,3.3,3.3,3.8
0,3.3,3.3
5.8,4.05
0,6
6,6
5,5
5,5
5,5
5,5
5,5
0,3,3
3,3,3
1,1,1
1,1,1
1,1,1
1,1,1
1,1,1

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

'Telaio 12 (R)
4,6,0
17,20,23,26
3.3,3.3,3.3,3.3,3.3,3.8
4.05,3.6,4.1608
7,6,7
7,5,7
7,5,7
7,5,7
7,5,7
7,5,7
4,3,3,3
2,1,1,1
2,1,1,1
2,1,1,1
2,1,1,1
2,1,1,1

1,2,3,4,5,6

'Telaio 13 (R)
6,7,0
5,11,18,21,24,27
0,3.3,3.3,3.3,3.3,3.3,3.8
0,3.3,3.3,0,0,0
5.95,5.3,4.05,3.6,4.15
0,6,0,0,0
6,6,7,6,6
5,5,7,5,5
5,5,7,5,5
5,5,7,5,5
5,5,7,5,5
5,5,7,5,5
0,4,4,0,0,0
4,4,4,4,4,4
2,2,2,2,2,2
2,2,2,2,2,2
2,2,2,2,2,2
2,2,2,2,2,2
2,2,2,2,2,2

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

'Telaio 14 (R)
6,6,0
6,12,19,22,25,28
3.3,3.3,3.3,3.3,3.3,3.8
5.95,5.3,4.05,3.6,4.15
6,6,6,6,6
5,5,5,5,5
5,5,5,5,5
5,5,5,5,5
5,5,5,5,5
5,5,5,5,5
4,3,3,3,3,3
2,1,1,1,1,1
2,1,1,1,1,1
2,1,1,1,1,1
2,1,1,1,1,1
2,1,1,1,1,1

1,2,3,4,5,6

'DATI DI CARICO 

'forze x e forze y statiche vanno prese con il nuovo periodo ottenuto dalle rigidezze per tipologie con Tx=Ty=0.73 sec e dal calcolo delle masse
Forze x
1,0
'x e y del CM, forza x, forza y e momento in funzione del periodo calcolato e delle masse calcolate
'periodo in x e in y uguali
15.525,8.60,46.97,0,0
14.838,9.424,415.10,0,0
14.838,9.424,391.14,0,0
14.838,9.424,313.82,0,0
14.838,9.424,235.37,0,0
14.838,9.424,156.91,0,0
14.838,9.424,90.34,0,0

Forze y
1,0
15.525,8.60,0,46.97,0
14.838,9.424,0,415.10,0
14.838,9.424,0,391.14,0
14.838,9.424,0,313.82,0
14.838,9.424,0,235.37,0
14.838,9.424,0,156.91,0
14.838,9.424,0,90.34,0

Analisi modale x
6,0
'x e y del CM, massa impalcato calcolata, raggio giratore delle masse
15.525,8.60,36.37,2.7668
14.838,9.424,374.99,9.7596
14.838,9.424,424.01,9.7596
14.838,9.424,425.25,9.7596
14.838,9.424,425.25,9.7596
14.838,9.424,425.25,9.7596
14.838,9.424,425.25,9.7596
x
'tipo di spettro per il tel, ag, Fo, Tc*, q, B, T1
7,0.226,2.258,0.418,5.85,B,T1

Analisi modale y
6,0
'x e y del CM, massa impalcato calcolata, raggio giratore delle masse
15.525,8.60,36.37,2.7668
14.838,9.424,374.99,9.7596
14.838,9.424,424.01,9.7596
14.838,9.424,425.25,9.7596
14.838,9.424,425.25,9.7596
14.838,9.424,425.25,9.7596
14.838,9.424,425.25,9.7596
y
'tipo di spettro per il tel, ag, Fo, Tc*, q, B, T1
7,0.226,2.258,0.418,5.85,B,T1

'Per tener conto dell'eccentricit
Forze x
1,0
'x e y del CM, forza x, forza y e momento 
'periodo in x e in y uguali
15.525,8.60,0,0,15.50
14.838,9.424,0,0,538.59
14.838,9.424,0,0,507.50
14.838,9.424,0,0,407.18
14.838,9.424,0,0,305.65
14.838,9.424,0,0,203.59
14.838,9.424,0,0,117.22

'Per tener conto dell'eccentricit
Forze y
1,0
15.525,8.60,0,0,16.32
14.838,9.424,0,0,524.06
14.838,9.424,0,0,493.81
14.838,9.424,0,0,396.20
14.838,9.424,0,0,297.41
14.838,9.424,0,0,198.10
14.838,9.424,0,0,114.05

'Analisi carichi verticali senza sisma
0,1
'telaio 1
1,0,0,0
-47.25, -38.16, -33.68, -34.25, -22.81
-61.19, -52.11, -47.55, -48.8, -35.66
-61.19, -52.11, -47.55, -48.8, -35.66
-61.19, -52.11, -47.55, -48.8, -35.66
-61.19, -52.11, -47.55, -48.8, -35.66
-61.19, -52.11, -47.55, -48.8, -35.66
'telaio 2
1,0,0,0
-23.14
-47.03, -47.03, -45.79, -60.24, -11.61
-60.70, -60.77, -58.58, -75.34, -26.67
-60.70, -60.77, -58.58, -75.34, -26.67
-60.70, -60.77, -58.58, -75.34, -26.67
-60.70, -60.77, -58.58, -75.34, -26.67
-60.70, -60.77, -58.58, -75.34, -26.67
'telaio 3
1,0,0,0
-25.81, -36.59, -31.91
-37.82, -47.71, -43.91
-37.82, -47.71, -43.91
-37.82, -47.71, -43.91
-37.82, -47.71, -43.91
-37.82, -47.71, -43.91
'telaio 4
1,0,0,0
-23.09
-31.37, -7.83
-43.55, -25.63
-43.55, -25.63
-43.55, -25.63
-43.55, -25.63
-43.55, -25.63
'telaio 5
1,0,0,0
-4.62, -4.62
-14.68, -14.68
-14.68, -14.68
-14.68, -14.68
-14.68, -14.68
-14.68, -14.68
'telaio 6
1,0,0,0
-4.62, -4.62
-14.80, -14.80
-14.80, -14.80
-14.80, -14.80
-14.80, -14.80
-14.80, -14.80
'telaio 7
1,0,0,0
-7.83, -29.92
-19.39, -41.49
-19.39, -41.49
-19.39, -41.49
-19.39, -41.49
-19.39, -41.49
'telaio 8
1,0,0,0
-7.83, -7.83
-19.27, -19.27
-19.27, -19.27
-19.27, -19.27
-19.27, -19.27
-19.27, -19.27
'telaio 9
1,0,0,0
-4.62, -4.62
-15.82, -15.82
-15.82, -15.82
-15.82, -15.82
-15.82, -15.82
-15.82, -15.82
'telaio 10
1,0,0,0
-4.62, -4.62
-15.70, -15.22
-15.70, -15.22
-15.70, -15.22
-15.70, -15.22
-15.70, -15.22
'telaio 11
1,0,0,0
-6.61
-13.53, -7.83
-25.93, -19.15
-25.93, -19.15
-25.93, -19.15
-25.93, -19.15
-25.93, -19.15
'telaio 12
1,0,0,0
-32.1, -44.07, -26.58
-43.42, -56.28, -32.90
-43.42, -56.28, -32.90
-43.42, -56.28, -32.90
-43.42, -56.28, -32.90
-43.42, -56.28, -32.90
'telaio 13
1,0,0,0
-6.90
-28.16, -41.01, -45.57, -46.81, -48.14
-42.88, -48.33, -58.29, -60.41, -62.14
-42.88, -48.33, -58.29, -60.41, -62.14
-42.88, -48.33, -58.29, -60.41, -62.14
-42.88, -48.33, -58.29, -60.41, -62.14
-42.88, -48.33, -58.29, -60.41, -62.14
'telaio 14
1,0,0,0
-45.57, -43.97, -42.50, -40.76, -39.73
-51.61, -57.65, -56.18, -54.44, -53.41
-51.61, -57.65, -56.18, -54.44, -53.41
-51.61, -57.65, -56.18, -54.44, -53.41
-51.61, -57.65, -56.18, -54.44, -53.41
-51.61, -57.65, -56.18, -54.44, -53.41

'Analisi carichi verticali con sisma
0,1
'telaio 1
1,0,0,0
-25.98, -21.98, -19.91, -20.49, -11.88
-35.36, -31.36, -29.16, -30.28, -20.45
-35.36, -31.36, -29.16, -30.28, -20.45
-35.36, -31.36, -29.16, -30.28, -20.45
-35.36, -31.36, -29.16, -30.28, -20.45
-35.36, -31.36, -29.16, -30.28, -20.45
'telaio 2
1,0,0,0
-16.78
-27.31, -27.31, -26.36, -38.43, 2.6
-36.51, -36.51, -34.88, -44.62, -11.6
-36.51, -36.51, -34.88, -44.62, -11.6
-36.51, -36.51, -34.88, -44.62, -11.6
-36.51, -36.51, -34.88, -44.62, -11.6
-36.51, -36.51, -34.88, -44.62, -11.6
'telaio 3
1,0,0,0
-15.77, -20.10, -18.45
-23.86, -27.52, -26.54
-23.86, -27.52, -26.54
-23.86, -27.52, -26.54
-23.86, -27.52, -26.54
-23.86, -27.52, -26.54
'telaio 4
1,0,0,0
-16.75
-22.84, -5.69
-27.09, -17.65
-27.09, -17.65
-27.09, -17.65
-27.09, -17.65
-27.09, -17.65
'telaio 5
1,0,0,0
-3.55, -3.55
-10.35, -10.35
-10.35, -10.35
-10.35, -10.35
-10.35, -10.35
-10.35, -10.35
'telaio 6
1,0,0,0
-3.55, -3.55
-10.43, -10.43
-10.43, -10.43
-10.43, -10.43
-10.43, -10.43
-10.43, -10.43
'telaio 7
1,0,0,0
-5.69, -15.42
-13.49, -23.22
-13.49, -23.22
-13.49, -23.22
-13.49, -23.22
-13.49, -23.22
'telaio 8
1,0,0,0
-5.69, -5.69
-13.41, -13.41
-13.41, -13.41
-13.41, -13.41
-13.41, -13.41
-13.41, -13.41
'telaio 9
1,0,0,0
-3.55, -3.55
-11.11, -11.11
-11.11, -11.11
-11.11, -11.11
-11.11, -11.11
-11.11, -11.11
'telaio 10
1,0,0,0
-3.55, -3.55
-11.03, -11.03
-11.03, -11.03
-11.03, -11.03
-11.03, -11.03
-11.03, -11.03
'telaio 11
1,0,0,0
-5.58
-5.69, -9.65
-17.85, -13.33
-17.85, -13.33
-17.85, -13.33
-17.85, -13.33
-17.85, -13.33
'telaio 12
1,0,0,0
-18.21, -23.89, -15.93
-25.76, -32.11, -23.75
-25.76, -32.11, -23.75
-25.76, -32.11, -23.75
-25.76, -32.11, -23.75
-25.76, -32.11, -23.75
'telaio 13
1,0,0,0
-5.77
-16.74, -27.58, -26.23, -27.18, -27.93
-26.66, -28.59, -34.71, -36.34, -37.35
-26.66, -28.59, -34.71, -36.34, -37.35
-26.66, -28.59, -34.71, -36.34, -37.35
-26.66, -28.59, -34.71, -36.34, -37.35
-26.66, -28.59, -34.71, -36.34, -37.35
'telaio 14
1,0,0,0
-21.76, -24.43, -23.78, -23.01, -22.56
-30.98, -33.64, -32.99, -32.22, -31.77
-30.98, -33.64, -32.99, -32.22, -31.77
-30.98, -33.64, -32.99, -32.22, -31.77
-30.98, -33.64, -32.99, -32.22, -31.77
-30.98, -33.64, -32.99, -32.22, -31.77


