TelSpa 5.1
"Prova Tel2008 vers. 5.1: Telaio spaziale senza graticcio, telaio 4 tipo G"
4,2,1,4,0
G,0,0,x,  R,0,3.50,x,  R,1,0,y,  G,6,0,y
28500,0.1
R,0.60,0.30,1,  R,0.30,0.60,1,  R,0.30,0.50,1,  R,0.40,0.90,1
' telaio 1 (G)
10,12,2
0.00,0.00,100,  1.00,0.00,100,                  6.00,0.00,100,  7.00,0.00,100
                1.00,3.00,000,  3.00,3.00,000,  6.00,3.00,000
                                                6.00,4.50,000
                1.00,6.00,000,                  6.00,6.00,000
5,6,7,0,  9,10,0
W,1,2,4,1.2,20,  W,2,3,4,1.2,20,  W,3,4,4,1.2,20
T,5,6,3,    T,6,7,3,   T,6,8,3,   T,9,10,3
T,2,5,1,    T,3,7,1,   T,5,9,1,   T,7,8,1,   T,8,10,1
1,2
' telaio 2 (R)
2,2,1
3,4
3.00,3.00
1.00,5.00,1.00
3,3
1,1,1,1
4,1.2,20,4,1.2,20,4,1.2,20
1,2
' telaio 3 (R)
2,2,0
1,3
3.00,3.00
3.50
3,3
2,2,2,2
1,2
' telaio 4 (G)
8,8,2
0.00,0.00,111,  3.50,0.00,111
0.00,3.00,000,  3.50,3.00,000
0.00,4.50,000,  3.50,4.50,000
0.00,6.00,000,  3.50,6.00,000
3,4,0, 7,8,0
T,5,6,3,   T,7,8,3
T,1,3,2,   T,2,4,2
T,3,5,2,   T,4,6,2
T,5,7,2,   T,6,8,2
1,2
' carichi
Carichi verticali
0,1
0,3
7,0,-30,4,0,-40,6,0,-40
1,0,0,0
-30,-40
0,0,0
1,0,0,0
-5,-10
0,2
2,0,-5,1,0,-10
Analisi modale con sisma in direzione x
6,0
3.50,1.75,18,1.50
3.50,1.75,24,1.50
x,3
0.25,5,B
Analisi modale con sisma in direzione y
6,0
3.50,1.75,18,1.50
3.50,1.75,24,1.50
y,3
0.25,5,B
Forze statiche come sisma x modo 1
1,0
3.50,1.75,26.88,0.07,-1.06
3.50,1.75,21.30,-0.07,-0.38
