12
The following
deflections
can be used for a correct calculation of the vertical clearance
during the design phase. For lengths greater than 15m, contact Livith S.p.A.
SINGLE SPAN FLEXIBLE LINE
Length
M-line
Deflection [m]
2 operators*
3 operators**
4 operators ***
5.00
1.02
1.15
1.18
8.00
1.36
1.50
1.58
10.00
1.56
1.74
1.84
15.00
2.03
2.37
2.54
FLEXIBLE MULTI-SPEED LINE
Length
Span [m]
No.
Spans
Length
M-line
Deflection [m]
2 operators*
3 operators**
4 operators ***
5.00
2
10.00
1.12
1.16
1.21
9
45.00
1.31
1.44
1.53
18
90.00
1.49
1.73
1.84
8.00
2
16.00
1.45
1.58
1.63
5
40.00
1.64
1.82
1.94
11
88.00
1.90
2.23
2.39
10.00
2
20.00
1.74
1.83
1.94
3
30.00
1.80
1.94
2.07
5
50.00
1.93
2.18
2.34
7
70.00
2.05
2.38
2.55
9
90.00
2.12
2.54
2.73
12.00
2
24.00
1.97
2.10
2.26
3
36.00
2.06
2.25
2.41
4
48.00
2.13
2.40
2.58
5
60.00
2.20
2.54
2.73
7
84.00
2.28
2.77
2.98
15.00
2
30.00
2.31
2.50
2.73
3
45.00
2.43
2.70
2.93
4
60.00
2.49
2.90
3.12
5
75.00
2.57
3/07
3.31
6
90.00
2.61
3.22
3.48
* Contemporary fall in the middle of n. 2 operators;
** 1st - Contemporary fall in the middle of n. 3 operators, 2nd - fall in the middle of n. 1 operator
*** 1st - Contemporary fall in the middle of n. 2 operators, 2nd - fall in the middle of n. 1 operator - 3rd fall in the middle of n. 1 operator
Содержание METAL DRY GRAPH LINE
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