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0,2t0,2t

n

m

e

15

240

11e208

n

m

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l1

l4

b4

b3

h2

h1

cc1

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20

65

37

85

16

M12

23

75

hmax

min

l

I l

h

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410130 L.eps

CC3

R

C3

R1 R2 R3

C

m1

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305

91

5,5

107

208

600

319

220

275

55

110

M16

l min/max

l8

18,5

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l1 l3

l4l2

e

s1

b

b1

f1f

m2

b3

h1

h

C

f2

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f1

b

b1 b4

f2

f1

h1

C

l1 l3

l4l2

e

s1

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110%

110

125

%

100

0

0

110 %

TM

12,5

110

0

%

100

0

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18

18

27,5

84

58,5

86

72

36

236

265

148

70

79

30

M6

(229)

(310)

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135,2

130,2

12

48

264158

120

30

R25

4

S2 S1S3

0

0

0

0

0

0

0

174 (197)

14

39

88,5

23

5,548 23

105

54,5

715,6

29

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28

50,5

28,5

40,

5

50,5

65

6,3t

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72

82

79

210

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90

240

190

73

190

190

190

400

400

540

90 90 90

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21

3 4

F1 F2

1 2

3 4

5 6

7 8

9 10

11 12

13 14

}

}

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309

181

128

I/O

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C/D

A/B

E

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D

e

aa b

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Ejemplo de pedido Gra suspendida, capacidad de carga 10 t,luz 22 m, longitud de viga 23 m,mando desplazable a lo largo del puente

Polipasto con elevacin principal y de preci-sin, traslacin carro 8/31,5 traslacin gra10/40 m/min

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70100130

O.K. Bahn

max. F

h4=40

B max. 305

O.K. Bahn

max. FB max. 300

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C

lw

H

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H

H

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4035

1110

390 340

3255

3005

45

lkr

lht

lkrmax. 250 max. 250

eka1

a

f

d

b

L=1,5 b

40

T

H

lka

lw

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