Hoist out of Service
Rx = Rx acc. to table below x Factor w
acc. to diagram to the right.
Ry = Ry acc. to table below x Factor w
acc. to diagram to the right.
ALIMAK 34802 - 1/01
H
9
Zone D
Factor w
Zone C
European Stormwind map Zone A/B
Lifting height meter
0.52
20
(65 ft.)
(165 ft.)
(330 ft.)
(390 ft.)
50
100
120
0.63
0.74
0.80
0.71
0.86
1.00
1.09
0.93
1.13
1.31
1.43
Distans över sista
Overhang a
15.0 m
(50 ft.)
12.0 m
(40 ft.)
9.0 m
(30 ft.)
6.0 m
(20 ft.)
Mast tie intervals b
15.0 m
(50 ft.)
12.0 m
(40 ft.)
9.0 m
(30 ft.)
6.0 m
(20 ft.)
Rx0
Ry0
Rx0
Ry0
Rx0
Ry0
Rx0
Ry0
Single car
22.8 kN
22.8 kN
18.2 kN
18.2 kN
13.7 kN
13.7 kN
9.1 kN
9.1 kN
a = b / 2 *
11.8 kN
11.8 kN
9.5 kN
9.5 kN
7.1 kN
7.1 kN
4.7 kN
4.7 kN
kN
Dual cars
24.3 kN
24.3 kN
19.4 kN
19.4 kN
14.6 kN
14.6 kN
9.7 kN
9.7 kN
a = b / 2 *
12.6 kN
12.6 kN
10.1 kN
10.1 kN
7.6 kN
7.6 kN
5.0 kN
5.0 kN
9.2 kN
9.2 kN7.6 kN
7.6 kN7.3 kN
7.3 kN7.3 kN
7.3 kN
* If overhang equal or less than half the tie distances the reaction forces in the remaining mast ties will ALWAYS be
the same. They can never be less.
Values for distances above last mast tie larger than b / 2 can be interpolated.
Note: The most favourable reaction forces will always appear at mast tie distances = 12 m (40 ft.).
kN x 225 = pound force, lbf.
Summary of Contents for Scando 650 DOL
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Page 6: ...2 8 m car base structure 9 2 1 4 3 5 m car base structure 11 5 3 4 ...
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Page 38: ...B5 ...
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Page 116: ...H8 ...
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Page 141: ...HOIST capacity 2400 kg or 24 passengers 9101286 101 ...
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