wolff 100 b crane data - streif.kiev.ua · 962--4--027266e wolff 100 b series crane data 2/22...

45 mspecialjib

40 mjib

30 mjib

4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46

radius [ m ] 30 4540

2

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

42

44

46

48

5052

54

ho

ok

hei

gh

to

ver

tow

er[

m]

from 20 m

position out of servicevalid for all jibs

!

962--4--013031E

WOLFF 100 B Crane data

2 / 2

2.1.2 Hook positions

len

gth

of

jib[m

]

load

cap

acit

y[t

]

total weight [t]

45

to tower

len

gth

of

jib[m

]

load

cap

acit

y[t

]

40 30

20,0 17,6 17,6

special jib [m]

to tower to tower

4 x 4,4 t 4 x 4,4 t 4 x 4,4 t

2,4 t

6,0

3,0

jib [m]

962--4--027262E

WOLFF 100 B series Crane data

2 / 15

2.2.1.1 Load capacity table

radius [m] 20 25 30 35 40 45

45 5,0 -- 19,0 5,6 4,3 3,3 2,7 2,2 1,8

40 4,5 -- 22,0 6,0 5,0 3,8 3,0 2,3

30 3,5 -- 24,0 6,0 5,8 4,8

radius [m] 20 25 30 35 40 45

45 5,0 -- 32,5 3,0 3,0 3,0 2,8 2,3 2,0

40 4,5 -- 34,5 3,0 3,0 3,0 3,0 2,5

30 3,5 -- 30,0 3,0 3,0 3,0

The load capacities refer to a height of tower of 40, 5 m. With greater tower heights the safe workingload will be minimized by the additional weight of the hoisting cable (with 2 fall operation = 2,36 kg permeter hook path, with 1 fall operation = 1,18 kg per meter hook path).

Arrangenment of counterweights W 637 FU

len

gth

of

jib[m

]

load

cap

acit

y[t

]

total weight [t]

45

to tower

len

gth

of

jib[m

]

loa

cap

acit

y[t

]

40 30

20,0 17,6 17,6

special jib [m]

to tower to tower

4 x 4,4 t 4 x 4,4 t 4 x 4,4 t

2,4 t

6,0

3,0

jib [m]

962--4--027263E

WOLFF 100 B CCplus Crane data

2 / 16

2.2.1.2 Load capacity table

radius [m] 20 25 30 35 40 45

45 5,0 -- 20,2 6,0 4,6 3,7 3,0 2,4 2,0

40 4,5 -- 23,1 6,0 5,4 4,2 3,3 2,6

30 3,5 -- 26,0 6,0 6,0 5,2

radius [m] 20 25 30 35 40 45

45 5,0 -- 37,2 3,0 3,0 3,0 3,0 2,7 2,2

40 4,5 -- 38,2 3,0 3,0 3,0 3,0 2,8

30 3,5 -- 30,0 3,0 3,0 3,0

The load capacities refer to a height of tower of 40, 5 m. With greater tower heights the safe workingload will be minimized by the additional weight of the hoisting cable (with 2 fall operation = 2,36 kg permeter hook path, with 1 fall operation = 1,18 kg per meter hook path).

Arrangement of counterweights W 637 FU

drive

[Typ]

operational speedsload capacity

max. lift

[m]

output

[kW]

totaloutput

[kVA]

W 637 FU hoisting 380 37

operational speeds [m / min]

(refered to the 3. layer on drum)

load

cap

acit

y[

t]

operational speeds [min]

Dw slewing 6

operational speeds [min ]--1

1,0

70,0total

outputfor a

simultaneityfactorof 0,8

[1 fall operation ]

0,65 bis

W 637 FU jib UP -- DOWN 37

1,5

10 20 30 40 50 59 70 80 90 100 110 120

1,0

0

2,0

3,0

4,0

5,0

6,0

1,34

0

continious acceleration

962--4--013040E


2 / 17

2.2.2.1 Operational speeds 400 V, 50 Hz

drive

[Typ]

operational speedsload capacity

max. lift

[m]

output

[kW]

totaloutput[kVA]

W 637 FU hoisting 190 37

operational speeds [m / min]

(refered to 3. layer on rope drum)

load

cap

acit

y[

t]

operational speeds [min]

Dw slewing 6

operational speeds [min ]--1

1,0

70,0total

outputfor a

simultaneityfactorof 0,8

[2 fall operation]

0,65 bis

W 637 FU jib UP -- DOWN 37

1,5

10 20 30 40 50 60

1,0

0

2,0

3,0

4,0

5,0

6,0

2,7

0

continious acceleration

962--4--013041E


2 / 18

2.2.2.2 Operational speeds 400 V, 50 Hz

962--4--027264E


2 / 20

2.2.3.1 Load capacity [kg] for 1 fall operation DIN 15018 / H1 -- B3

radius length of jib [m]

[m] 30 40 45

20,0 3000 3000 3000

21,0 3000 3000 3000

22,0 3000 3000 3000

23,0 3000 3000 3000

24,0 3000 3000 3000

25,0 3000 3000 3000

26,0 3000 3000 3000

27,0 3000 3000 3000

28,0 3000 3000 3000

29,0 3000 3000 3000

30,0 3000 3000 3000

31,0 3000 3000

32,0 3000 3000

33,0 3000 3000

34,0 3000 2950

35,0 3000 2800

36,0 3000 2680

37,0 2870 2570

38,0 2740 2470

39,0 2620 2380

40,0 2500 2300

41,0 2220

42,0 2150

43,0 2090

44,0 2040

45,0 2000

The load capacity refer to a height of tower of 45,0 m.With greater heights of tower the safe working load will be minimized by the additional weight of t hehoisting cable = 1,8 kg per meter.

962--4--027265E


2 / 21



[m] 30 40 45

20,0 3000 3000 3000

21,0 3000 3000 3000

22,0 3000 3000 3000

23,0 3000 3000 3000

24,0 3000 3000 3000

25,0 3000 3000 3000

26,0 3000 3000 3000

27,0 3000 3000 3000

28,0 3000 3000 3000

29,0 3000 3000 3000

30,0 3000 3000 3000

31,0 3000 3000

32,0 3000 3000

33,0 3000 3000

34,0 3000 3000

35,0 3000 3000

36,0 3000 3000

37,0 3000 3000

38,0 3000 2910

39,0 2920 2800

40,0 2800 2700

41,0 2600

42,0 2500

43,0 2420

44,0 2330

45,0 2200

The load capacity refer to a height of tower of 45,0 m.With greater heights of tower the safe working load will be minimized by the additional weight of t hehoisting cable = 1,8 kg per meter.

962--4--027266E


2 / 22



[m] 30 40 45

20,0 6000 6000 5600

21,0 6000 6000 5310

22,0 6000 6000 5010

23,0 6000 5640 4740

24,0 6000 5310 4490

25,0 5800 5000 4300

26,0 5540 4740 4040

27,0 5330 4480 3850

28,0 5140 4240 3660

29,0 4970 4020 3490

30,0 4800 3800 3300

31,0 3610 3190

32,0 3430 3050

33,0 3260 2920

34,0 3100 2790

35,0 3000 2700

36,0 2800 2570

37,0 2670 2460

38,0 2540 2370

39,0 2420 2270

40,0 2300 2200

41,0 2100

42,0 2020

43,0 1940

44,0 1870

45,0 1800

The load capacity refer to height of tower of 45,0 m.With greater heights of tower the safe working load will be minimized by the additional weight of thehoisting cable = 2,36 kg per meter.

962--4--027267E


2 / 23



[m] 30 40 45

20,0 6000 6000 6000

21,0 6000 6000 5730

22,0 6000 6000 5410

23,0 6000 6000 5130

24,0 6000 5700 4870

25,0 6000 5400 4600

26,0 6000 5110 4400

27,0 5790 4840 4200

28,0 5590 4600 4000

29,0 5410 4370 3830

30,0 5200 4200 3700

31,0 3960 3500

32,0 3780 3360

33,0 3600 3220

34,0 3440 3090

35,0 3300 3000

36,0 3130 2850

37,0 3000 2750

38,0 2860 2640

39,0 2740 2550

40,0 2600 2400

41,0 2360

42,0 2280

43,0 2200

44,0 2120

45,0 2000

The load capacity refer to height of tower of 45,0 m.With greater heights of tower the safe working load will be minimized by the additional weight of thehoisting cable = 2,36 kg per meter.

tow

erel

emen

ts

heig

htof

tow

er[m

]

36,0

mhe

ight

ofto

wer

45,0

mhe

ight

ofto

wer

58,5

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4

with 40 m jib = 13,5 mwith 30 m jib = 10,9 m

For data regarding foundation anchors see section 12.The tower configurations are recommended for economic crane installation.

Tower configurations with other tower elements are possible, but must be checked and confirmed byus in every individual case and before crane installation starts.

foundation anchortype AKZ 120



962--4--027343E

WOLFF 100 B CCplus and series Crane data

2 / 28

2.2.6.1 Tower configuration Jib 30 m and 40 m

for a free standing stationary crane without climbing device on a concrete foundation

Slewing part:

1 4,5 UV 15.4 UV 15.4 UV 15.4

2 9,0 UV 15.4 UV 15.4 UV 15.4

3 13,5 UV 15.4 UV 15.4 UV 15.4

4 18,0 UV 15.4 UV 15.4 UV 15.4

5 22,5 UV 15.4 UV 15.4 UV 15.4

6 27,0 UV 15.4 UV 15.4 UV 15.4

7 31,5 UV 15.4 UV 15.4 UVÜ 15.4

8 36,0 UV 15.4 UVÜ 15.4 UV 20.4

9 40,5 UV 20.4 UV 20.4

10 45,0 UV 20.4 TVA 20.4

11 49,5 TV 20.4

12 54,0 TV 20.4

13 58,5 TV 20.4

14 63,0

15 67,5

16 72,0

17 76,5

18 81,0

tow

erel

emen

ts

heig

htof

tow

er[m

]

31,5

mhe

ight

ofto

wer

40,5

mhe

ight

ofto

wer

58,5

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4

with 45 m jib = 15,0 m






962--4--027344E


2 / 29

2.2.6.2 Tower configuration Jib 45 m


Slewing part:

1 4,5 UV 15.4 UV 15.4 UV 15.4

2 9,0 UV 15.4 UV 15.4 UV 15.4

3 13,5 UV 15.4 UV 15.4 UV 15.4

4 18,0 UV 15.4 UV 15.4 UV 15.4

5 22,5 UV 15.4 UV 15.4 UV 15.4

6 27,0 UV 15.4 UV 15.4 UV 15.4

7 31,5 UV 15.4 UVÜ 15.4 UVÜ 15.4

8 36,0 UV 20.4 UV 20.4

9 40,5 UV 20.4 TVA 20.4

10 45,0 TV 20.4

11 49,5 TV 20.4

12 54,0 TV 20.4

13 58,5 TV 20.4

14 63,0

15 67,5

16 72,0

17 76,5

18 81,0

tow

erel

emen

ts

heig

htof

tow

er[m

]

67,5

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4

with 45 m jib = 15,0 mwith 40 m jib = 13,5 mwith 30 m jib = 10,9 m




72,0

mhe

ight

ofto

wer


962--4--027372E


2 / 30

2.2.6.3 Tower configuration Jib 30 m to 45 m


Slewing part:

1 4,5 UV 15.4 UV 15.4

2 9,0 UV 15.4 UV 15.4

3 13,5 UV 15.4 UV 15.4

4 18,0 UV 15.4 UV 15.4

5 22,5 UV 15.4 UV 15.4

6 27,0 UV 15.4 UV 15.4

7 31,5 UVü 15.4 UVÜ 15.4

8 36,0 UV 20.4 UV 20.4

9 40,5 TVA 20.4 TVA 20.4

10 45,0 TV 20.4 TV 20.4

11 49,5 TV 20.4 TV 20.4

12 54,0 TV 20.4 TV 20.4

13 58,5 TVÜ 20.4 TVÜ 20.4

14 63,0 TV 25 TV 25

15 67,5 TV 25 UVA 25

16 72,0 UV 25

17 76,5

18 81,0

tow

erel

emen

ts

heig

htof

tow

er[m

]

45,0

mhe

ight

ofto

wer

58,5

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4







67,5

mhe

ight

ofto

wer

72,0

mhe

ight

ofto

wer


962--4--027345E


2 / 31

2.2.6.4 Tower configuration Jib 30 m to 40 m


Slewing part:

1 4,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

2 9,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

3 13,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

4 18,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

5 22,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

6 27,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

7 31,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

8 36,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

9 40,5 UV 20.4 UV 20.4 TVA 20.4 TVA 20.4

10 45,0 UV 20.4 TVA 20.4 TV 20.4 TV 20.4

11 49,5 TV 20.4 TV 20.4 TV 20.4

12 54,0 TV 20.4 TV 20.4 TV 20.4

13 58,5 TV 20.4 TVÜ 20.4 TVÜ 20.4

14 63,0 TV 25 TV 25

15 67,5 TV 25 UVA 25

16 72,0 UV 25

17 76,5

18 81,0

tow

erel

emen

ts

heig

htof

tow

er[m

]

40,5

mTu

rmhö

he

58,5

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4







67,5

mhe

ight

ofto

wer

72,0

mhe

ight

ofto

wer


962--4--027346E


2 / 32



Slewing part:

1 4,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

2 9,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

3 13,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

4 18,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

5 22,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

6 27,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

7 31,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

8 36,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

9 40,5 UV 20.4 TVA 20.4 TVA 20.4 TVA 20.4

10 45,0 TV 20.4 TV 20.4 TV 20.4

11 49,5 TV 20.4 TV 20.4 TV 20.4

12 54,0 TV 20.4 TV 20.4 TV 20.4

13 58,5 TV 20.4 TVÜ 20.4 TVÜ 20.4

14 63,0 TV 25 TV 25

15 67,5 TV 25 UVA 25

16 72,0 UV 25

17 76,5

18 81,0

tow

erel

emen

ts

heig

htof

tow

er[m

]

15,1 m

Sput UV 20.4


96,7

mhe

ight

ofto

wer

foundation anchortype FUA -- BT 29

962--4--027023E


2 / 33



Slewing part:

1 4,5 UV 20.4

2 9,0 UV 20.4

3 13,5 UV 20.4

4 18,0 UV 20.4

5 22,5 UV 20.4

6 27,0 UV 20.4

7 31,5 UV 20.4

8 36,0 UV 20.4

9 40,5 TVA 20

10 45,0 TV 20

11 49,5 TV 20

12 54,0 TV 20

13 58,5 TVÜ 20

14 63,0 TV 25

15 67,5 TV 25

16 72,0 UVA 2517 73,2 VR 2529

18 77,7 UV 29

19 82,2 UV 29

20 86,7 UV 29

21 96,7 BT 29



tow

erel

emen

ts

heig

htof

tow

er[m

]

15,1 m

Sput UV 20.4


92,2

mhe

ight

ofto

wer

foundation anchortype FUA -- BT 29

962--4--027024E


2 / 34

2.2.6.7 Tower configuration jib 40 m and 45 m


Slewing part:

1 4,5 UV 20.4

2 9,0 UV 20.4

3 13,5 UV 20.4

4 18,0 UV 20.4

5 22,5 UV 20.4

6 27,0 UV 20.4

7 31,5 UV 20.4

8 36,0 TVA 20.4

9 40,5 TV 20

10 45,0 TV 20

11 49,5 TV 20

12 54,0 TVÜ 20

13 58,5 TV 25

14 63,0 UVA 2515 64,2 VR 2529

16 68,7 UV 29

17 73,2 UV 29

18 77,7 UV 29

19 82,2 UV 29

20 92,2 BT 29



tow

erel

emen

ts

heig

htof

tow

er[m

]

23,3

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4


0,9 mKR 7--32

(3,2mx3,2m)

962--4--027347E


2 / 35

2.2.7.1 Tower configurations Jib 30 m

for a free standing stationary crane without climbing device on a cross frame.

Slewing part:

1 4,5 UV 20.4

2 9,0 UV 20.4

3 13,5 UV 20.4

4 18,0 UV 20.4

5 22,5 UV 20.4

6 27,0

7 31,5

8 36,0

9 40,5

10 45,0

11 49,5

12 54,0

13 58,5

14 63,0

15 67,5

16 72,0

17 76,5

18 81,0

For data regarding cross frames see section 12.The tower configurations are recommended for economic crane installation.


tow

erel

emen

ts

heig

htof

tow

er[m

]

18,8

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4


0,9 mKR 7--32

(3,2mx3,2m)

962--4--027348E


2 / 36



Slewing part:

1 4,5 UV 20.4

2 9,0 UV 20.4

3 13,5 UV 20.4

4 18,0 UV 20.4

5 22,5

6 27,0

7 31,5

8 36,0

9 40,5

10 45,0

11 49,5

12 54,0

13 58,5

14 63,0

15 67,5

16 72,0

17 76,5

18 81,0



tow

erel

emen

ts

heig

htof

tow

er[m

]

14,3

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4


0,9 mKR 7--32

(3,2mx3,2m)

962--4--027349E


2 / 37



Slewing part:

1 4,5 UV 20.4

2 9,0 UV 20.4

3 13,5 UV 20.4

4 18,0

5 22,5

6 27,0

7 31,5

8 36,0

9 40,5

10 45,0

11 49,5

12 54,0

13 58,5

14 63,0

15 67,5

16 72,0

17 76,5

18 81,0



tow

erel

emen

ts

heig

htof

tow

er[m

]

36,9

mhe

ight

ofto

wer

59,7

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4


0,9 m

1,2 m

68,7

mhe

ight

ofto

wer

1,2 mKR 1000--8

KRS 8--46

KR 10--46/60

59,7

mhe

ight

ofto

wer

1,2 mKR 10--46/60

(4,6mx4,6m)

(4,6mx4,6m) (6,0mx6,0m)

(8,0mx8,0m)

962--4--024663E


2 / 38



Slewing part:

1 4,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

2 9,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

3 13,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

4 18,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

5 22,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

6 27,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

7 31,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

8 36,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

9 40,5 UV 20.4 UV 20.4 TVA 20.4

10 45,0 TVA 20.4 TVA 20.4 TV 20.4

11 49,5 TV 20.4 TV 20.4 TV 20.4

12 54,0 TV 20.4 TV 20.4 TV 20.4

13 58,5 TV 20.4 TV 20.4 TVÜ 20.4

14 63,0 TV 25

15 67,5 TV 25

16 72,0

17 76,5

18 81,0



tow

erel

emen

ts

heig

htof

tow

er[m

]

32,4

mhe

ight

ofto

wer

55,2

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4


0,9 m

1,2 m

64,2

mhe

ight

ofto

wer

1,2 mKR 1000--8

KRS 8--46

KR 10--46/60

55,2

mhe

ight

ofto

wer

1,2 m

KR 10--46/60

(4,6mx4,6m)

(4,6mx4,6m) (4,6mx4,6m)

(8,0mx8,0m)

962--4--024664E


2 / 39



Slewing part:

1 4,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

2 9,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

3 13,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

4 18,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

5 22,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

6 27,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

7 31,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

8 36,0 UV 20.4 UV 20.4 UV 20.4

9 40,5 UV 20.4 UV 20.4 TVA 20.4

10 45,0 TVA 20.4 TVA 20.4 TV 20.4

11 49,5 TV 20.4 TV 20.4 TV 20.4

12 54,0 TV 20.4 TV 20.4 TV 20.4

13 58,5 TVÜ 20.4

14 63,0 TV 25

15 67,5

16 72,0

17 76,5

18 81,0



tow

erel

emen

ts

heig

htof

tow

er[m

]

27,9

mhe

ight

ofto

wer

50,7

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4


0,9 m

1,2 m

64,2

mhe

ight

ofto

wer

1,2 mKR 1000--8

KRS 8--46

KR 10--46/60

50,7

mhe

ight

ofto

wer

1,2 m

KR 10--46/60

(4,6mx4,6m)

(4,6mx4,6m) (6,0mx6,0m)

(8,0mx8,0m)

962--4--024665E


2 / 40



Slewing part:

1 4,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

2 9,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

3 13,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

4 18,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

5 22,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

6 27,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

7 31,5 UV 20.4 UV 20.4 UV 20.4

8 36,0 UV 20.4 UV 20.4 UV 20.4

9 40,5 UV 20.4 UV 20.4 TVA 20.4

10 45,0 TVA 20.4 TVA 20.4 TV 20.4

11 49,5 TV 20.4 TV 20.4 TV 20.4

12 54,0 TV 20.4

13 58,5 TVÜ 20.4

14 63,0 TV 25

15 67,5

16 72,0

17 76,5

18 81,0



tow

erel

emen

ts

heig

htof

tow

er[m

]

15,1 m

Sput UV 20.4


98,5

mhe

ight

ofto

wer

1,8 m

KR 16--80/100(10,0mx10,0m)

962--4--027084E


2 / 41



Slewing part:

1 4,5 UV 20.4

2 9,0 UV 20.4

3 13,5 UV 20.4

4 18,0 UV 20.4

5 22,5 UV 20.4

6 27,0 UV 20.4

7 31,5 UV 20.4

8 36,0 UV 20.4

9 40,5 TVA 20

10 45,0 TV 20

11 49,5 TV 20

12 54,0 TV 20

13 58,5 TVÜ 20

14 63,0 TV 25

15 67,5 TV 25

16 72,0 UVA 2517 73,2 VR 2529

18 77,7 UV 29

19 82,2 UV 29

20 86,7 UV 29

21 96,7 BT 29



tow

erel

emen

ts

heig

htof

tow

er[m

]

15,1 m

Sput UV 20.4


94,0

mhe

ight

ofto

wer

1,8 m

KR 16 -- 80/100(10,0mx10,0m)

962--4--027085E

WOLFF 100 B CCplus u. series Crane data

2 / 42

2.2.7.8 Tower configuration JIb 40 m and 45 m


Slewing part:

1 4,5 UV 20.4

2 9,0 UV 20.4

3 13,5 UV 20.4

4 18,0 UV 20.4

5 22,5 UV 20.4

6 27,0 UV 20.4

7 31,5 UV 20.4

8 36,0 TVA 20.4

9 40,5 TV 20

10 45,0 TV 20

11 49,5 TV 20

12 54,0 TVÜ 20

13 58,5 TV 25

14 63,0 UVA 2515 64,2 VR 2529

16 68,7 UV 29

17 73,2 UV 29

18 77,7 UV 29

19 82,2 UV 29

20 92,2 BT 29



tow

erel

emen

ts

heig

htof

tow

er[m

]

26,5

mhe

ight

ofto

wer

15,1 m

Sput UV 15.4


4,0 m

KRE 250(5,0mx5,0m)

962--4--027350E


2 / 45


for a free standing stationary crane without climbing device on a cross frame element.

Slewing part:

1 4,5 UV 15.4

2 9,0 UV 15.4

3 13,5 UV 15.4

4 18,0 UV 15.4

5 22,5 UV 15.4

6 27,0

7 31,5

8 36,0

9 40,5

10 45,0

11 49,5

12 54,0

13 58,5

14 63,0

15 67,5

16 72,0

17 76,5

18 81,0

For data regarding cross frame elements see section 12.The tower configurations are recommended for economic crane installation and may be used in anycase.Tower configurations with other tower elements are possible, but must be checked and confirmed byus in every individual case and before crane installation starts.

tow

erel

emen

ts

heig

htof

tow

er[m

]

22,0

mhe

ight

ofto

wer

15,1 m

Sput UV 15.4

With 40 m jib = 13,5 m

4,0 m

KRE 250(5,0mx5,0m)

962--4--027351E


2 / 46



Slewing part:

1 4,5 UV 15.4

2 9,0 UV 15.4

3 13,5 UV 15.4

4 18,0 UV 15.4

5 22,5

6 27,0

7 31,5

8 36,0

9 40,5

10 45,0

11 49,5

12 54,0

13 58,5

14 63,0

15 67,5

16 72,0

17 76,5

18 81,0


tow

erel

emen

ts

heig

htof

tow

er[m

]

17,5

mhe

ight

ofto

wer

15,1 m

Sput UV 15.4


4,0 m

KRE 250(5,0mx5,0m)

962--4--027352E


2 / 47



Slewing part:

1 4,5 UV 15.4

2 9,0 UV 15.4

3 13,5 UV 15.4

4 18,0

5 22,5

6 27,0

7 31,5

8 36,0

9 40,5

10 45,0

11 49,5

12 54,0

13 58,5

14 63,0

15 67,5

16 72,0

17 76,5

18 81,0


tow

er

15,1 m

Sput UV 20.4


elem

ents

heig

htof

tow

er[m

]

40,0

mhe

ight

ofto

wer

4,0 m

53,5

mhe

ight

ofto

wer

71,5

mhe

ight

ofto

wer

4,0 m

KRE 260.1

KRE 260.2

KRE 480

4,0 m

(6,0mx6,0m)

(6,0mx6,0m)

(8,0mx8,0m)

962--4--022691E


2 / 48



Slewing part:

1 4,5 UV 20.4 UV 20.4 UV 20.4

2 9,0 UV 20.4 UV 20.4 UV 20.4

3 13,5 UV 20.4 UV 20.4 UV 20.4

4 18,0 UV 20.4 UV 20.4 UV 20.4

5 22,5 UV 20.4 UV 20.4 UV 20.4

6 27,0 UV 20.4 UV 20.4 UV 20.4

7 31,5 UV 20.4 UV 20.4 UV 20.4

8 36,0 UV 20.4 UV 20.4 UV 20.4

9 40,5 UV 20.4 TVA 20.4

10 45,0 TVA 20.4 TV 20.4

11 49,5 TV 20.4 TV 20.4

12 54,0 TV 20.4

13 58,5 TVÜ 20.4

14 63,0 TV 25

15 67,5 UVA 25

16 72,0

17 76,5

18 81,0


tow

er

15,1 m

Sput UV 20.4


elem

ents

heig

htof

tow

er[m

]

35,5

mhe

ighj

toft

ower

4,0 m

49,0

mhe

ight

ofto

wer

67,0

mhi

ghto

ftow

er

4,0 m

KRE 260.16 m x 6 m

KRE 260.26 m x 6 m

KRE 4808 m x 8 m

4,0 m

962--4--022692E


2 / 49



Slewing part:

1 4,5 UV 20.4 UV 20.4 UV 20.4

2 9,0 UV 20.4 UV 20.4 UV 20.4

3 13,5 UV 20.4 UV 20.4 UV 20.4

4 18,0 UV 20.4 UV 20.4 UV 20.4

5 22,5 UV 20.4 UV 20.4 UV 20.4

6 27,0 UV 20.4 UV 20.4 UV 20.4

7 31,5 UV 20.4 UV 20.4 UV 20.4

8 36,0 UV 20.4 UV 20.4

9 40,5 UV 20.4 TVA 20.4

10 45,0 TVA 20.4 TV 20.4

11 49,5 TV 20.4

12 54,0 TV 20.4

13 58,5 TVÜ 20.4

14 63,0 UVA 25

15 67,5

16 72,0

17 76,5

18 81,0


tow

er

15,1 m

Sput UV 20.4


elem

ents

heig

htof

tow

er[m

]

31,0

mhe

ight

tow

er

4,0 m

44,5

mhe

ight

ofto

wer

62,5

mhe

ight

ofto

wer

4,0 m

KRE 260.16 m x 6 m

KRE 260.26 m x 6 m

KRE 4808 m x 8 m

4,0 m

962--4--022693E


2 / 42

2.2.8.3 Tower configurations special execution Jib 45 m


Slewing part:

1 4,5 UV 20.4 UV 20.4 UV 20.4

2 9,0 UV 20.4 UV 20.4 UV 20.4

3 13,5 UV 20.4 UV 20.4 UV 20.4

4 18,0 UV 20.4 UV 20.4 UV 20.4

5 22,5 UV 20.4 UV 20.4 UV 20.4

6 27,0 UV 20.4 UV 20.4 UV 20.4

7 31,5 UV 20.4 UV 20.4

8 36,0 UV 20.4 UV 20.4

9 40,5 TVA 20.4 TVA 20.4

10 45,0 TV 20.4

11 49,5 TV 20.4

12 54,0 TVÜ 20.4

13 58,5 UVA 25

14 63,0

15 67,5

16 72,0

17 76,5

18 81,0


tow

erel

emen

ts

heig

htof

tow

er[m

]

18,0

mhe

ight

ofto

wer

15,1 m

Sput UV 15.4


4,5 m

UW 250(5,0mx5,0m)

962--4--027367E


2 / 55

2.2.9.1 Tower configuration Jib 30 m and 40 m

for a travelling crane without climbing device.

Slewing part:

1 4,5 UV 15.4

2 9,0 UV 15.4

3 13,5 UV 15.4

4 18,0

5 22,5

6 27,0

7 31,5

8 36,0

9 40,5

10 45,0

11 49,5

12 54,0

13 58,5

14 63,0

15 67,5

16 72,0

17 76,5

18 81,0

For data regarding undercarriage see section 12.The tower configurations are recommended for economic crane installation.


tow

erel

emen

ts

heig

htof

tow

er[m

]

9,0

mhe

ight

ofto

wer

15,1 m

Sput UV 15.4


4,5 m

UW 250(5,0mx5,0m)

962--4--027368E


2 / 56



Slewing part:

1 4,5 UV 15.4

2 9,0

3 13,5

4 18,0

5 22,5

6 27,0

7 31,5

8 36,0

9 40,5

10 45,0

11 49,5

12 54,0

13 58,5

14 63,0

15 67,5

16 72,0

17 76,5

18 81,0



tow

erel

emen

ts

heig

htof

tow

er[m

]

40,5

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4

witht 30 m jib = 10,9 m

4,5 m

4,5 m

54,0

mhe

ight

ofto

wer

4,5 m

45,0

mhe

ight

ofto

wer

68,0

mhe

ight

ofto

wer

5,0 m

UW 480

UW 260.2

UW 260.1

UW 260.3

(6,0mx6,0m)

(6,0mx6,0m)

(6,0mx6,0m)(6,0mx6,0m)

(8,0mx8,0m)

962--4--022694E


2 / 57



Slewing part:

1 4,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

2 9,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

3 13,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

4 18,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

5 22,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

6 27,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

7 31,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

8 36,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

9 40,5 TVA 20.4 UV 20.4 TVA 20.4

10 45,0 TVA 20.4 TV 20.4

11 49,5 TV 20.4 TV 20.4

12 54,0 TV 20.4

13 58,5 TVÜ 20.4

14 63,0 UVA 25

15 67,5

16 72,0

17 76,5

18 81,0



tow

erel

emen

ts

heig

htof

tow

er[m

]

36,0

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4


4,5 m

4,5 m

49,5

mhe

ight

ofto

wer

4,5 m

36,0

mhe

ight

ofto

wer

63,5

mhe

ight

ofto

wer

5,0 m

UW 480

UW 260.1

UW 260.3

UW 260.2(6,0mx6,0m) (6,0mx6,0m)

(6,0mx6,0m)

(8,0mx8,0m)

962--4--022695E


2 / 58



Drehteil:

1 4,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

2 9,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

3 13,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

4 18,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

5 22,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

6 27,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

7 31,5 UV 20.4 TVA 20.4 UV 20.4 UV 20.4

8 36,0 UV 20.4 UV 20.4

9 40,5 UV 20.4 TVA 20.4

10 45,0 TVA 20.4 TV 20.4

11 49,5 TV 20.4

12 54,0 TVÜ 20.4

13 58,5 UVA 25

14 63,0

15 67,5

16 72,0

17 76,5

18 81,0



tow

erel

emen

ts

heig

htof

tow

er[m

]

31,5

mhe

ight

ofto

wer

15,1 m

Sput UV 20.4


4,5 m

4,5 m

45,0

mhe

ight

ofto

wer

4,5 m

36,0

mhe

ight

ofto

wer

63,5

mhe

ight

ofto

wer

5,0 m

UW 480

UW 260.1

UW 260.2

UW 480

(6,0mx6,0m)

(6,0mx6,0m)

(6,0mx6,0m)

(8,0mx8,0m)

962--4--022696E


2 / 59

2.2.9.5 Tower configurations special execution Jib 45 m


Slewing part:

1 4,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

2 9,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

3 13,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

4 18,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

5 22,5 UV 20.4 UV 20.4 UV 20.4 UV 20.4

6 27,0 UV 20.4 UV 20.4 UV 20.4 UV 20.4

7 31,5 TVA 20.4 UV 20.4 UV 20.4

8 36,0 UV 20.4 UV 20.4

9 40,5 TVA 20.4 TVA 20.4

10 45,0 TV 20.4

11 49,5 TV 20.4

12 54,0 TVÜ 20.4

13 58,5 UVA 25

14 63,0

15 67,5

16 72,0

17 76,5

18 81,0



L B

H

L B

H

L B

H

L B

H

L B

H

Sput -- UV 20.4

wei

ght

volu

me

962--4--027989E


2 / 60

2.3.1 Colli list

item pcs. Designation ColliL

(m)

B

(m)

H

(m) (kg) (m3)

1 1 tower top withluffing drive,pulley block anddiv. bracing brackets

11,89 1,95 2,22 4300 41,47

2 1 tower top--lower partwith slewing frame,slewing drive,slewing bearing andslipring system

5,63 2,18 2,42 5500 29,70

3 1 driver’s cabin 1,90 1,44 2,34 900 6,40

1 driver’s cabinsuspension

,228 1,85 0,54 360 2,28

4 1 counterjib complete 5,49 1,84 2,30 2200 23,23

L B

H

L B

H

L B

H

L B

H

L B

H

L B

H

L B

H

L B

H

L B

H

wei

ght

volu

me

962--4--013053E


2 / 51

2.3.2 Colli liste

Item pcs. Designation ColliL

(m)

B

(m)

H

(m) (kg) (m3)

5 1 jib part 1with hoisting drive,240 m hoisting ropeassembly rope gui-dance

10,27 2,28 1,16 2420 27,16

6 1 jib part 2with bracing parts a.assembly rope gui-dance

10,50 1,11 1,59 1570 18,53

7 1 jib part 3 10,50 1,11 1,22 830 14,22

8 1 jib part 4(extra for 45 m)

5,33 1,11 1,22 450 7,22

9 1 jib part 5and

10,70 1,60 2,15 1130 36,81anderection platform

10 1 hook block 6 t(loose parts)

0,50 0,22 1,11 350 0,12

11 1 hook block 3 toption(loose parts)

0,27 0,28 0,7 200 0,07

12 1 standard handrail(loose parts)

2,55 1,11 1,00 90 2,83

13 1 box(loose parts)

1,60 0,90 0,80 300 1,15

Loose and small parts can be distributed depending on the available space.

962--4--027299E


2 / 77

2.5.1 Assembly weights -- slewing part

Tower top 4 300 kgwith integrated luffing drive and pulley blockwith all other mechanical partswith bracing brackets to the counterjib (4 x 5095 mm). 260 kg

Tower top -- lower part 5 500 kgslewing frame connected by ball race bearingwith 1 slewing frame,with mechanical parts and standard handrail

Driver’s cabin 1 260 kgwith driver’s cabin suspension and standard handrail.

Counterjib 2 310 kgwith switch cabinet,resistor,bracings and standard hand.

jib 45,0 m (consisting of jib parts 1/2/5/3/4) 6 450 kgwith mechanical parts, bracing brackets, pigeon trestles,assembly platform -- bracing brackets, assembly bracing,assembly rope guidance.

Jib 40,0 m (consisting of jib parts 1/2/3/4) 5 950 kgwith mechanical parts, bracing brackets, pigeon trestles,assembly platform -- bracing brackets, assembly bracing,assembly rope guidance.

jib 30,0 m (consisting of jib parts 1/2/4) 5 450 kgwith mechanical parts, bracing brackets, pigeon trestles,assembly platform -- bracing brackets, assembly bracing,assembly rope guidance.

Hook block6 t 350 kg3 t 200 kg

Counterweights for 30 m and 40m jib 17 600 kg4 x 4,4 t

Counterweights for 45 m jib20 000 kg

4 x 4,4 t1 x 2,4 t

962--4--027300E


2 / 78

2.5.2 Assembly weights -- cross frame / cross frame element

Cross frame KRS 8 -- 46 (without optional features) 5 200 kg(4,6 m x 4,6 m)

-- 4 spigots AZ 85 E 20.5 195 kg-- 4 spigots AZ 93.4 200 kg-- 4 spigots AZ 120 M 272 kg

Cross frame KR 10 -- 46/60 (without optional features) 7 000 kg(4,6 m x 4,6 m)

-- 4 spigots AZR 120 E 15.5 560 kg-- 4 spigots AZ 140 M 684 kg

Cross frame KR 10 -- 46/60 (without optional features) 8 805 kg(6,0 m x 6,0 m)

-- 4 spigots AZR 120 E 15.5 560 kg-- 4 spigots AZ 140 M 684 kg

Cross frame KR 1000 -- 8 (without optional features) 14 630 kg(8 m x 8 m)

-- 4 spigots AZ 140 E 684 kg-- 4 spigots AZ 156 M 748 kg

Cross frame KR 16 -- 80/100 (without optional features) 21 450 kg(8 m x 8 m)

-- 4 spigots AZ 140 E KR16--80 620 kg-- 4 spigots AZ 156 M KR16--80 680 kg-- 4 spigots AZ 156S M KR16--80 675 kg

Cross frame KR 16 -- 80/100 (without optional features) 25 400 kg(10 m x 10 m)

-- 4 spigots AZ 140 E KR16--80 620 kg-- 4 spigots AZ 156 M KR16--80 680 kg-- 4 spigots AZ 156S M KR16--80 675 kg

962--4--027301E


2 / 79

2.5.3 Assembly weights -- cross frame element / undercarriage

Cross frame element KRE 260.1 compl. 8 100 kg

-- cross frame platform with swivel arms, 4 320 kgcorner bearings and saftey devices for transport

-- base mast part with diagonal struts and track rod 3 780 kg

Cross frame element KRE 260.2 compl. 10 900 kg

-- cross frame platform with swivel arms, 5 455 kgcorner bearings and saftey devices for transport


Cross frame element KRE 480 compl. 24 250 kg

-- base mast part 7 100 kg-- swiel arms and corner bearings 6 250 kg-- diagonal struts and ballast suspension means 9 260 kg-- assembly platform, ladder and small parts 1 640 kg

Undercarriage UW 260.1 compl. 11 400 kg

-- undercarriage platform with swivel arms, 7 150 kgsubframes and safety devices for transport








Undercarriage UW 480 compl. 34 000 kg

-- base mast part 7 100 kgswivel arms with traverse and subframes 16 000 kg

-- diagonal struts and ballast suspension means 9 260 kg-- assembly platform, ladder and small parts 1 640 kg

undercarriage

towerelement

counterjibcomplete

height under hook for the mobile crane

tower top

2 fall hook attachment(1,5 m with shackle)

4 fall hook attachment(6 m with shackle)

jib complete

Required height under hook for the mobile crane=tower height of WOLFF tower crane + min. 20 m.

For data regarding the height under hook of WOLFFtower cranes see tower configurations.

If the crane will be erected on another substructure, therequired height under hook of the crane increases bythe structural dimension of the substructure.

Differences in ground (mobile crane basis -- tower cranebasis) must be considered for erection.

962--4--013058E


2 / 80

2.5.4 Required height under hook for the mobile crane

Danger!Use suspension ropes with sufficient capacity and observe suspension plan!!

1 2 3 4


assembly bracing ropes

6 x assembly rope guidance

4 x pigeon trestlehoisting rope pulley support

5 m5,3 m

2 x pigeon trestle

1,9 m3,6 m

1 2 4

5 x pigeon trestle

0,3 m1,7 m

1 2 45 3

hook block 3 t

hoisting rope pulley supporthoisting rope pulley support

hoisting rope pulley support





962--4--027302E


2 / 81

2.6.1.1 Jib -- Suspension plan from 45 m to 30 m jib 1 fall operation

Danger!The jib must be balanced and safely hang in horizontal position. Ther mustn’t be any loose parts onthe jib.

The parts of the jib are labeled with a building part identification at the top chord.

Lengths: jib part 1 / 2 / 3 / 4 = 10 m5 = 5 m

Bracing latches see page 2 /84jib 45 m

G = 6 650 kg

jib 40 mG = 6 150 kg

jib 30 mG = 5 150 kg

!

1 2 3 4


assembly bracing ropes

6 x assembly rope guidance

4 x pigeon trestlehoisting rope pulley support

5 m5,3 m

2 x pigeon trestle

1,9 m3,6 m

1 2 4

5 x pigeon trestle

0,3 m1,7 m

1 2 45 3

hook block 6 t

hoisting rope pulley supporthoisting rope pulley support

hoisting rope pulleys





962--4--027303E


2 / 82

2.6.1.2 Jib -- Suspension plan from 45 m to 30 m jib 2 fall operation

Danger!The jib must be balanced and safely hang in horizontal position. Ther mustn’t be any loose parts onthe jib.

The parts of the jib are labeled with a building part identification at the top chord.

Lengths: Jib part 1 / 2 / 3 / 4 = 10 m5 = 5 m

Bracing latches see page 2 /84jib 45 m

G = 6 800 kg

jib 40 mG = 6 300 kg

jib 30 mG = 5 300 kg

!

+ 4%+ 2%

962--4--027308E


2 / 87

2.7.1.1 Hoisting rope

Cable Ø = 16 mm . design according to DIN 15020kind of operation TWG 1 Am

First equipment CASAR STARLIFT --non--twisting,,flexible hoisting ropewith compressedsteel cable core.

nominal strength = 1770 N/mm2

calc. breaking strength = 234,1 kNmin. breaking strength = 178,1 kNweight per meter = 1,191 kg

Design langs lay rope, right handed,made from bright cable wire.

middle space factor = 0,654middle spinning loss factor = 0,76middle weight factor = 0,90total twist number = 245

number of carrying wires in the outer strandsis to be judged by the state of wear according toDIN 15020 Bl. 2 / ISO DIS 4309 = 112

Basic equipment

operation 2 fallcable length 240 m for crane with: radius 30 -- 45 m

tower height 40,5 m

By lengthening the hook path by 1 tower element (4,5 m) the necessary cable length in--creases by 9 m for operation in 2 falls and by 18,0 m for operation in 4 falls*) also for special execution 45 m

Attention!A wire cable is a complex machine element.

Conventional cable design frequently doesn’t meet the requirements of modern rope drives. short ser-vice life is the result.

!

+ 4%+ 2%

962--4--027309E


2 / 88

2.7.1.2 Luffing rope

Cable Ø = 16 mm design according to DIN 15020kind of operation TWG 1 Am

First equipment CASAR STRATOPLAST --cable with 8 strands, madeof uncompressed strands(steel cable core).



Design langs lay rope, right handed,made from bright cable wires.

middle space factor = 0,617middle spinning loss factor = 0,86middle weight factor = 0,89total twist number = 319

Number of carrying wires in outer strandsis to be judged by the state of wear according toDIN 15020 Bl. 2 / ISO DIS 4309 = 152

Basic equipment

cable length 1 x 150 m for crane with: radius 30 -- 45 m

*) also for special execution 45 m.



!

+ 4%+ 2%

962--4--027310E


2 / 89

2.7.1.3 Assembly bracing ropes

Cable Ø = 22 mm design according to FEM 3 / 87kind of operation M 3

First equipment CASAR STRATOLIFT --cable with 8 strandsin non--overlapped doubleparallel construction, madeout of uncompressed strands.



Design odinary lay rope, right handed,made of zinced cable wires.

middle space factor = 0,617middle spinning loss factor = 0,86middle weight factor = 0,89middle total twist number = 303

Number of carryig wires in the outer strandsis to be judged by the state of wear according toDIN 15020 Bl. 2 / ISO DIS 4309 = 152

Basic equipment

cable length 2 x 24,15 m for crane with: radius 30 -- 45 m

Attention!The assembly bracing ropes are used paired. Keep the exact lengthLength from center of thimble hole to center of thimble hole = 24,15 m.*) also for special execution 45 m.



!

!

WOLFF 100 B

balancing weightload = 2,0 t

jib

30 m 40 m

*

45 m

**14,0 m 12,5 m 13,0 m

climbing device

2,0 m

962--4--013071E


2 / 95

2.8.1 Insertable exterior climbing gear KWH 20.3

Attention!The erection of the climbing frame with theWOLFF -- tower crane 100 B is possible withoperation in 2--falls.

Details about climbing drive KWH 20.3 seeadditional equipment, section 12.

Min. height with stationary erection:

3 x tower elements = 13,5 m tower height

Min. height with travelling erection:

2 x tower elements + undercarriage= ca. 13,5 m tower height

2.8.1.1 Table of balancing weights

* The balancing weights indicated are gross weights of the tower elements or load.

** The indicated radius refers to the centre of the tower and shall be treated as standard value. Exactbalancing will be achieved by travelling of trolley with tower element or load and may be checkedby travelling apart free of mismatch at the joints of the tower.

Danger!While climbing, the slewing part of the crane must be locked in the insertion direction of the tower sec-tions. Until the tower has been repinned fully and in all holes, the balancing must be kept and the slewingpart must remain locked. (For details, please see operational manual KWH 20.3).The climbing device is an auxilliary device for assembly and mustn’t stay at the tower crane WOLFFunder normal working conditions.

!

!

0,7 mUV 15.4

UV 15.4

UV 15.4

UV 15.4

UV 15.4

KSH 15

1

2

3

4

5

max.towerheight

15,0 m

9,0 m

13,5 m

18,0 m

22,5 m

4,5 m

tower height

jib

37,5 m

slewing part

adapter UV 15.4

30 m...10,9 m40 m...13,5 m

(special) 45 m...15,0 m

UV 15.4

UV 15.4

UV 15.4

UV 15.4

UV 15.4

KSH 15

1

2

3

4

5

max.towerheight

15,0 m

9,0 m

13,5 m

18,0 m

22,5 m

4,5 m

tower height

37,5 m

slewing part30 m...10,9 m40 m...13,5 m

(special) 45 m...15,0 msput UV 15.4

sput UV20.4

jib

962--4--013072E


2 / 96

2.8.4 Insertable internal climbing gear KSH 15

For use of the WOLFF 100 B together with aninternal climbing gear KSH 15 pay attention tothe following tower configuration.

Informations about KSH 15 are given in a sepa-rate documentation in section 12, AdditionalEquipment.


Attention!The radii in the balancing weight table are givenfor operation in 2--falls.

* The indicated balancing weights aregross--weights of tower elements or load.

** The indicated radius refers to the centre ofthe tower and shall be treated as standardvalue. Exact balancing must achieved bytravelling of jib with tower element or loadand can checked by measuring the di-stance between corner posts and guideplates. This distance shall be equal at allfour corner posts.

30 m jib

balancing load2,9 t * at 24,0 m ** radius

40 m jib

balancing load2,6 t at 22,0 m radius

45 m (special)--jib

balancing load3,2 t at 19,0 m radius

!

Slab/ floor opening

C

B

A

Hu

Ho

MC

M2 x b

D

b h 2, 1 m

T

T

T

V

T

H/4 H/4

H/4 H/4h 1, 8 m

962--4--013111E / 02.2002

WOLFF 100 B Crane data2 / 97

2.8.4.2 Reacting forces to building for internal hydraulic climbing device KSH 15

A = tower height

B = A -- C

C = Distance betweenguide frames

Cmin = 9,0 mCmax = 14,0 m

Ho = + H

Hu = Ho -- H

T =

Reacting forces to building (kN)

A (m) 37,5 33,0 28,5 24,0

C (m) 9 10 12 14 9 10 12 14 9 10 12 14 9 10 12 14

V 650 650 650 650 630 630 630 630 610 610 610 610 590 590 590 590

Ho 389 360 316 285 329 304 268 243 307 280 239 210 285 260 222 195

Hu 316 285 237 203 293 264 220 188 272 245 204 175 252 227 189 162

T 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45

UV 20

UV 20

UV 20

UV 20

UV 20

KSH 20 L

1

2

3

4

5

6

max.towerheight

UV 20

14,0 m

9,0 m

13,5 m

18,0 m

22,5 m

27,0 m

4,5 m

tower height

slewing part

jib 30 m...10,9 m40 m...13,5 m

(special) 45 m...15,0 m

41,0 m

962--4--014969E


2 / 98

2.8.5 Insertable internal climbing gear KSH 20 L

For use of the WOLFF 100 B together with aninternalclimbinggearKSH20Lpayattentiontothe following tower configuration.

Informations about KSH 20 L is given in a sepe-rate documentation in section 12, AdditionalEquipmen.




** The indicated radius refers to the centre ofthe tower and shall be treated as standardvalue. Exact balancing must achieved bytravelling of jib with tower element or loadand can checked by measuring the di-stance between corner posts and guideplates. This distance shall be equal at allfour corner posts.

30 m jib

balancing load2,9 t * bei 24,0 m ** radius

40 m jib

balancing load2,6 t bei 22,0 m radius

45 m (special)--jib


!

Slab/ floor opening

C

B

A

Hu

Ho

MC

M2 x b

D

b 2, 73 m

T

T

T

V

T

H/4

H/4 H/4h 2, 5 m

H/4

h

962--4--022962E


2.8.5.2 Reacting forces to building for internal hydraulic climbing device KSH 20 L

A = Tower height

B = A -- C


Cmin = 9,0 mCmax = 13,0 m

Ho = + H

Hu = Ho -- H

T =


A (m) 41,0 36,5 32,0 27,5

C (m) 9 10 12 13 9 10 12 13 9 10 12 13 9 10 12 13

V 698 698 698 698 680 680 680 680 662 662 662 662 643 643 643 643

Ho 518 477 415 391 450 415 362 342 387 357 313 296 329 305 269 255

Hu 412 371 309 285 351 316 263 243 295 265 221 204 243 219 183 169

T 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26

UV 20.4

UV 20.4 LC

KSH 20 M

2

4

max.towerheight

15,0 m

9,0 m

24,8 m

tower height

slewing part

jib 30 m...10,9 m40 m...13,5 m

(special) 45 m...15,0 m

39,8 m

UV 20.4 1 4,5 m

UV 20.4 3 13,5 m

(11,3 m)

962--4--014967E


2 / 100

2.8.6 Insertable internal climbing gear KSH 20 M

For use of the WOLFF 100 B together with aninternal climbing gear KSH 20 M pay attentionto the following tower configuration.

Informations about KSH 20 M is given in a sepe-rate documentation in section 12, AdditionalEquipmen.




** The indicated radius refers to the centre ofthe tower and shall be treated as standardvalue. Exact balancing must achieved bytravelling of trolley with tower element orload and can checked by measuring the di-stance between corner posts and guideplates. This distance shall be equal at allfour corner posts.

30 m jib

balancing load2,9 t * bei 24,0 m ** radius

40 m jib


45 m (special)--jib


!

Slab/ floor opening

C

B

A

Hu

Ho

MC

Ma + b

D

T

T

T

V

T

H/4

H/4 H/4h 2, 5 m

H/4

a 2, 26 m

b=

2,42

m

962--4--022963E


2.8.6.2 Reacting forces to building for internal hydraulic climbing device KSH 20 M

A = tower height

B = A -- C


Cmin = 11,0 mCmax = 14,0 m

Ho = + H

Hu = Ho -- H

T =


A (m) 39,5 35,0 30,5

C (m) 11 12 13 14 11 12 13 14 11 12 13 14

V 690 690 690 690 672 672 672 672 654 654 654 654

Ho 443 415 391 371 386 362 342 325 333 313 296 282

Hu 337 309 285 265 287 263 243 226 241 221 204 190

T 26 26 26 26 26 26 26 26 26 26 26 26

H

M

V

962--4--027374E

WOLFF 100 B CCplus and series Static data

3 / 1

3.1.1 Foundation loads according to DIN

Inclusive all dynamic factors, theory order II taken into accountfor statioary tower crane on a concrete foundationaccording to tower configuration without climbing deviceM = moment H = horizintal force V = vertical loadPermanent acting moment = 692 kNm

Foundation loads Jib length 30 m to 45 m

height under Crane in service Crane out of service assemblyhook torque moment 140 kNm

M H V M H V M H V

[m] [kNm] [kN] [kN] [kNm] [kN] [kN] [kNm] [kN] [kN]

4,5 1521 22 393 537 42 393 1297 10 197

9,0 1608 23 411 757 63 411 1349 12 215

13,5 1707 25 430 1056 68 430 1408 13 233

18,0 1818 26 448 1380 73 448 1476 15 252

22,5 1941 27 466 1767 79 466 1553 16 270

27,0 2077 28 484 2191 86 484 1638 18 288

31,5 2227 30 502 2654 92 502 1733 19 306

36,0 2391 31 521 3159 99 521 1837 21 324

40,5 2570 32 539 3710 106 539 1952 22 343

45,0 2766 34 557 4310 112 557 2077 24 361

49,5 2942 36 595 4912 122 595 2202 26 399

54,0 3153 38 624 5594 130 624 2345 28 428

58,5 3382 39 652 6333 138 652 2501 30 456

63,0 3588 42 702 7110 150 702 2661 33 506

67,5 3831 44 734 7950 160 734 2837 35 538

72,0 3987 46 792 8774 166 792 2940 37 591

Attention ! Tower configuration with basis tower BT 29

74,2 4060 48 854 9170 172 859 3030 40 659

78,7 4322 50 905 10151 183 905 3236 42 705

83,2 4603 53 951 11204 194 952 3456 46 752

87,7 4902 55 998 13482 216 998 3692 48 798

92,2 5223 58 1044 14751 227 1044 3944 50 844

Jib

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tion

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e

forc

e

WOLFF 100 B CCplus and series Static data3 / 5

3.2.1.1 Centerballasts and Cornerloads acc. to DIN 15019

for a stationary tower crane on a cross framewithout climbing device

KR 7 -- 32 Corner distance 3,2 m x 3,2 m Jib 30 m

Crane in servicetorque moment: 140 kNm

Cornerloads

Crane out of servicetorque moment: 0 kNm

Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,3 90 1 337 637 337 38 20 1 280 431 280 130 472 549 549 126 126 2 387 387 174 174

9,8 90 1 342 655 342 28 22 1 285 445 285 124 492 564 564 120 120 2 398 398 171 171

14,3 90 1 346 677 346 15 23 1 289 462 289 116 662 580 580 112 112 2 411 411 167 167

18,8 90 1 323 703 323 0 24 1 337 488 337 187 702 598 598 103 103 2 444 444 231 231

23,3 90 1 307 752 307 0 26 1 341 566 341 117 762 618 618 91 91 2 500 500 183 183

962--4--027375--1E

3,2 m

1

D

A

C

3,2

m

2

B 330 x 330 mm

Jib

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Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,3 75 1 270 615 270 0 23 1 245 475 245 14 512 506 506 71 71 2 408 408 82 82

9,8 75 1 260 652 260 0 24 1 249 491 249 8 682 524 524 62 62 2 420 420 78 78

14,3 75 1 248 694 248 0 25 1 253 508 253 0 722 543 543 52 52 2 440 440 155 155

18,8 85 1 283 741 283 0 27 1 327 596 327 57 762 589 589 65 65 2 517 517 136 136

962--4--027375--2E

3,2 m

1

D

A

C

3,2

m

2

B 330 x 330 mm

Jib

posi

tion

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forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,3 65 1 198 689 198 0 24 1 161 562 161 0 682 515 515 27 27 2 420 420 22 22

9,8 65 1 187 728 187 0 25 1 159 585 159 0 712 533 533 18 18 2 432 432 18 18

14,3 80 1 248 773 248 0 27 1 229 611 229 0 752 591 591 44 44 2 488 488 147 147

962--4--027375--3E

3,2 m

1

D

A

C

3,2

m

2

B 330 x 330 mm

Jib

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KRS 8 -- 46 Corner distance 4,6 m x 4,6 m Jib 30 m


Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,4 50 1 240 448 240 31 21 1 183 278 183 88 682 387 387 92 92 2 250 250 116 116

9,9 50 1 244 463 244 26 22 1 187 285 187 89 732 399 399 90 90 2 260 260 202 202

14,4 50 1 249 478 249 19 24 1 236 310 236 161 782 411 411 87 87 2 288 288 183 183

18,9 50 1 253 496 253 11 25 1 240 352 240 129 832 425 425 82 82 2 319 319 161 161

23,4 50 1 229 519 229 0 27 1 245 409 245 80 892 439 439 76 76 2 361 361 129 129

27,9 60 1 288 560 287 15 28 1 274 497 274 52 962 480 480 95 95 2 432 432 117 117

32,4 70 1 317 608 317 27 30 1 304 590 304 18 1022 522 522 112 112 2 506 506 102 102

36,9 85 1 359 669 359 49 31 1 337 711 337 0 1092 578 578 140 140 2 598 598 94 94

962--4--027376--1E

4,6 m

1

D

A

C

4,6

m

2

B 420 x 300 mm

Jib

posi

tion

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alla

sts

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tal

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posi

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forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,4 35 1 167 428 167 0 23 1 145 299 145 0 752 344 344 69 69 2 253 253 41 41

9,9 35 1 163 454 163 0 24 1 151 306 151 0 802 357 357 64 64 2 269 269 123 123

14,4 35 1 158 482 158 0 26 1 200 346 200 54 842 372 372 58 58 2 303 303 97 97

18,9 45 1 202 513 201 0 27 1 230 424 230 36 892 413 413 76 76 2 367 367 93 93

23,4 55 1 243 548 243 0 29 1 259 511 259 8 962 455 455 93 93 2 437 437 81 81

27,9 70 1 301 593 300 8 30 1 288 630 288 0 1022 511 511 122 122 2 524 524 78 78

32,4 85 1 343 656 342 29 32 1 303 768 303 0 1092 568 568 149 149 2 615 615 72 72

962--4--027376--2E

4,6 m

1

D

A

C

4,6

m

2

B 420 x 300 mm

Jib

posi

tion

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forc

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Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,4 35 1 156 479 156 0 24 1 112 369 112 0 782 367 367 28 28 2 279 279 18 18

9,9 35 1 151 507 151 0 26 1 118 376 118 0 832 381 381 23 23 2 292 292 113 113

14,4 40 1 170 537 170 0 27 1 220 393 220 47 872 409 409 29 29 2 342 342 98 98

18,9 50 1 213 570 212 0 29 1 250 473 249 26 922 450 450 47 47 2 408 408 91 91

23,4 65 1 278 607 278 0 30 1 292 576 292 8 992 505 505 76 76 2 492 492 91 91

27,9 75 1 317 647 317 0 32 1 293 700 293 0 1052 549 549 91 91 2 569 569 74 74

962--4--027376--3E

4,6 m

1

D

A

C

4,6

m

2

B 420 x 300 mm

Jib

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KR 10 -- 46/60 Corner distance 4.6 m x 4,6 m Jib 30 m


Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,7 45 1 235 444 235 26 21 1 178 283 178 72 472 383 383 87 87 2 252 252 103 103

10,2 45 1 239 458 239 20 22 1 182 295 182 69 502 394 394 84 84 2 262 262 102 102

14,7 45 1 244 474 244 13 24 1 187 308 187 65 672 407 407 81 81 2 283 283 179 179

19,2 45 1 248 492 248 5 25 1 235 346 235 125 722 420 420 76 76 2 314 314 157 157

23,7 45 1 219 521 219 0 27 1 240 404 240 76 782 435 435 71 71 2 356 356 124 124

28,2 55 1 283 556 282 9 28 1 269 492 269 47 852 476 476 89 89 2 427 427 112 112

32,7 70 1 325 616 324 33 30 1 311 598 311 25 912 531 531 118 118 2 514 514 109 109

37,2 85 1 367 678 367 55 31 1 351 713 351 0 982 587 587 146 146 2 606 606 101 101

41,7 100 1 409 742 409 75 33 1 359 865 359 0 1042 644 644 173 173 2 702 702 90 90

46,2 125 1 476 833 476 118 34 1 410 1031 410 0 1112 729 729 223 223 2 827 827 98 98

50,7 150 1 548 928 548 168 36 1 469 1202 469 0 1202 816 816 279 279 2 960 960 110 110

55,2 180 1 630 1037 630 223 38 1 537 1394 537 0 1282 917 917 342 342 2 1110 1110 124 124

59,7 210 1 712 1148 712 276 40 1 597 1602 597 0 1362 1020 1020 404 404 2 1265 1265 132 132

962--4--027377--1E

4,6 m

1

D

A

C

4,6

m

2

B 400 x 400 mm

Jib

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Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,7 35 1 183 430 182 0 23 1 149 322 148 0 522 352 352 76 76 2 269 269 41 41

10,2 35 1 179 456 179 0 24 1 150 337 150 0 682 366 366 71 71 2 279 279 40 40

14,7 35 1 174 484 174 0 26 1 150 355 150 0 732 380 380 65 65 2 311 311 105 105

19,2 40 1 192 516 192 0 27 1 225 418 225 31 782 409 409 71 71 2 362 362 88 88

23,7 55 1 259 550 259 0 29 1 267 519 267 15 852 464 464 100 100 2 445 445 89 89

28,2 65 1 296 591 296 2 30 1 278 631 277 0 912 507 507 116 116 2 520 520 73 73

32,7 85 1 351 666 351 36 32 1 317 770 317 0 982 577 577 155 155 2 623 623 78 78

37,2 105 1 406 743 405 68 33 1 350 922 350 0 1042 648 648 193 193 2 732 732 79 79

41,7 135 1 485 848 485 123 35 1 427 1087 427 0 1112 745 745 255 255 2 869 869 101 101

46,2 160 1 567 942 567 192 36 1 472 1266 471 0 1182 832 832 302 302 2 1000 1000 104 104

50,7 190 1 652 1052 652 251 39 1 550 1447 550 0 1262 935 935 368 368 2 1149 1149 125 125

55,2 220 1 734 1165 734 302 41 1 612 1652 611 0 1342 1039 1039 429 429 2 1303 1303 134 134

962--4--027377--2E

4,6 m

1

D

A

C

4,6

m

2

B 400 x 400 mm

Jib

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Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,7 35 1 171 481 171 0 24 1 116 393 116 0 692 376 376 36 36 2 295 295 17 17

10,2 35 1 167 509 167 0 26 1 117 408 117 0 722 390 390 30 30 2 305 305 16 16

14,7 40 1 186 539 186 0 27 1 142 427 142 0 762 418 418 37 37 2 350 350 105 105

19,2 50 1 228 572 228 0 29 1 257 481 257 33 812 460 460 54 54 2 415 415 99 99

23,7 60 1 269 609 269 0 30 1 287 571 287 2 882 502 502 71 71 2 488 488 86 86

28,2 75 1 329 654 329 4 32 1 307 701 307 0 942 559 559 99 99 2 577 577 81 81

32,7 95 1 383 730 383 36 33 1 344 846 344 0 1012 629 629 138 138 2 682 682 84 84

37,2 120 1 450 822 450 79 35 1 399 1004 399 0 1082 713 713 188 188 2 805 805 95 95

41,7 145 1 517 915 517 119 36 1 447 1175 447 0 1142 799 799 236 236 2 933 933 102 102

46,2 170 1 589 1012 589 167 39 1 504 1351 504 0 1232 888 888 290 290 2 1067 1067 112 112

50,7 200 1 672 1123 671 220 41 1 569 1548 569 0 1312 991 991 352 352 2 1219 1219 124 124

962--4--027377--3E

4,6 m

1

D

A

C

4,6

m

2

B 400 x 400 mm

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KR 10 -- 46/60 Corner distance 6,0 m x 6,0 m Jib 30 m


Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,7 20 1 175 335 175 14 21 1 118 191 118 45 682 288 288 61 61 2 169 169 154 154

10,2 20 1 179 347 179 11 22 1 166 200 166 133 732 298 298 61 61 2 190 190 143 143

14,7 20 1 184 360 184 7 24 1 171 230 171 112 782 309 309 59 59 2 213 213 129 129

19,2 20 1 188 375 188 2 25 1 175 263 175 88 832 320 320 57 57 2 238 238 113 113

23,7 20 1 158 399 158 0 27 1 180 309 180 51 892 333 333 53 53 2 271 271 89 89

28,2 30 1 222 432 222 13 28 1 209 383 209 36 962 371 371 74 74 2 332 332 87 87

32,7 40 1 252 476 252 28 30 1 239 462 239 16 1022 410 410 94 94 2 396 396 81 81

37,2 50 1 282 520 282 43 31 1 261 552 261 0 1092 450 450 113 113 2 464 464 73 73

41,7 65 1 324 579 324 68 33 1 287 669 287 0 1162 504 504 143 143 2 547 547 74 74

46,2 80 1 366 640 366 91 34 1 307 796 307 0 1222 560 560 172 172 2 634 634 71 71

50,7 100 1 425 717 425 134 36 1 360 929 360 0 1322 631 631 219 219 2 741 741 84 84

55,2 120 1 482 794 482 171 38 1 401 1076 401 0 1402 703 703 262 262 2 850 850 89 89

59,7 145 1 552 886 552 218 40 1 460 1235 460 0 1482 788 788 316 316 2 976 976 102 102

962--4--027378--1E

6 m

1

D

A

C

6m

2

B 450 x 300 mm

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Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,7 15 1 136 330 136 0 23 1 100 230 100 0 752 272 272 60 60 2 191 191 111 111

10,2 15 1 135 349 135 0 24 1 156 237 156 75 802 284 284 58 58 2 213 213 98 98

14,7 15 1 133 371 133 0 26 1 160 275 160 46 842 296 296 54 54 2 241 241 79 79

19,2 20 1 156 395 156 0 27 1 177 329 177 26 892 322 322 63 63 2 284 284 70 70

23,7 30 1 201 422 201 0 29 1 207 403 207 11 962 361 361 83 83 2 345 345 68 68

28,2 40 1 251 463 251 39 30 1 228 489 228 0 1022 401 401 102 102 2 410 410 63 63

32,7 50 1 281 509 281 53 32 1 234 596 234 0 1092 442 442 119 119 2 477 477 55 55

37,2 70 1 335 582 335 89 33 1 285 712 285 0 1162 510 510 161 161 2 573 573 68 68

41,7 90 1 390 656 390 124 35 1 331 839 331 0 1222 578 578 202 202 2 672 672 78 78

46,2 110 1 445 732 445 157 36 1 371 976 371 0 1292 648 648 241 241 2 775 775 84 84

50,7 130 1 504 811 504 197 39 1 420 1117 420 0 1382 721 721 287 287 2 884 884 94 94

55,2 155 1 574 904 574 243 41 1 481 1274 481 0 1462 808 808 340 340 2 1009 1009 108 108

962--4--027378--2E

6 m

1

D

A

C

6m

2

B 450 x 300 mm

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sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,7 20 1 156 369 156 0 24 1 100 283 100 0 782 301 301 39 39 2 221 221 121 121

10,2 20 1 154 390 154 0 26 1 107 288 107 0 832 313 313 37 37 2 246 246 105 105

14,7 20 1 152 413 152 0 27 1 180 315 180 44 872 325 325 33 33 2 276 276 84 84

19,2 25 1 173 439 173 0 29 1 197 371 197 23 922 351 351 41 41 2 320 320 74 74

23,7 35 1 218 467 218 0 30 1 227 447 227 6 992 391 391 60 60 2 383 383 70 70

28,2 45 1 255 504 255 6 32 1 241 543 241 0 1052 431 431 79 79 2 448 448 64 64

32,7 60 1 297 563 297 31 33 1 270 654 270 0 1122 485 485 109 109 2 530 530 67 67

37,2 75 1 339 624 339 55 35 1 293 775 293 0 1192 541 541 138 138 2 614 614 66 66

41,7 100 1 406 711 406 101 36 1 361 907 361 0 1252 622 622 191 191 2 728 728 87 87

46,2 115 1 454 777 454 130 39 1 388 1043 388 0 1352 683 683 224 224 2 823 823 86 86

50,7 140 1 523 869 523 177 41 1 451 1194 451 0 1432 768 768 278 278 2 946 946 102 102

962--4--027378--3E

6 m

1

D

A

C

6m

2

B 450 x 300 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,7 0 1 151 271 151 31 21 1 94 149 94 39 682 236 236 66 66 2 143 143 132 132

10,2 0 1 156 281 156 30 22 1 142 167 142 117 732 245 245 66 66 2 160 160 125 125

14,7 0 1 160 292 160 28 24 1 147 191 147 103 782 254 254 66 66 2 178 178 116 116

19,2 0 1 165 304 165 25 25 1 152 218 152 85 832 263 263 66 66 2 198 198 105 105

23,7 0 1 169 317 169 21 27 1 156 253 156 59 892 274 274 64 64 2 224 224 88 88

28,2 5 1 174 331 174 16 28 1 161 291 161 30 962 285 285 63 63 2 253 253 69 69

32,7 10 1 191 358 191 23 30 1 178 345 178 11 1022 309 309 72 72 2 296 296 60 60

37,2 20 1 220 399 220 41 31 1 207 414 207 0 1092 347 347 94 94 2 354 354 61 61

41,7 30 1 250 441 250 58 33 1 223 501 223 0 1162 385 385 114 114 2 414 414 59 59

46,2 40 1 279 485 279 74 34 1 235 596 235 0 1222 425 425 134 134 2 477 477 55 55

50,7 55 1 327 545 327 108 36 1 279 695 279 0 1322 481 481 172 172 2 559 559 67 67

55,2 70 1 371 605 371 138 38 1 314 805 314 0 1402 536 536 206 206 2 643 643 73 73

59,7 85 1 416 666 416 165 40 1 343 925 343 0 1482 593 593 239 239 2 730 730 75 75

64,2 105 1 478 744 478 212 43 1 402 1056 402 0 1602 666 666 290 290 2 839 839 92 92

68,7 125 1 536 820 536 252 46 1 449 1194 449 0 1702 737 737 335 335 2 945 945 101 101

962--4--027379--1E

8 m

1

D

A

C

8m

2

B 440 x 440 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,7 0 1 155 267 155 43 23 1 140 183 140 97 752 234 234 76 76 2 170 170 110 110

10,2 0 1 159 279 159 40 24 1 144 205 144 84 802 244 244 75 75 2 187 187 102 102

14,7 0 1 164 292 164 36 26 1 149 235 149 63 842 255 255 73 73 2 210 210 88 88

19,2 0 1 169 306 169 31 27 1 154 267 154 40 892 266 266 71 71 2 234 234 73 73

23,7 5 1 173 321 173 25 29 1 158 305 158 11 962 277 277 69 69 2 262 262 54 54

28,2 10 1 190 349 190 31 30 1 167 367 167 0 1022 302 302 78 78 2 305 305 45 45

32,7 20 1 220 391 220 49 32 1 186 447 186 0 1092 341 341 99 99 2 363 363 47 47

37,2 30 1 249 434 249 65 33 1 202 534 202 0 1162 380 380 119 119 2 423 423 45 45

41,7 45 1 291 491 291 92 35 1 239 628 239 0 1222 432 432 150 150 2 499 499 54 54

46,2 60 1 333 549 333 118 36 1 271 731 271 0 1292 486 486 181 181 2 577 577 60 60

50,7 75 1 380 610 380 150 39 1 313 836 313 0 1382 543 543 218 218 2 661 661 70 70

55,2 95 1 438 685 438 190 41 1 368 954 368 0 1462 613 613 262 262 2 760 760 85 85

59,7 110 1 482 749 482 215 43 1 394 1081 394 0 1542 671 671 294 294 2 849 849 85 85

64,2 130 1 545 829 545 260 46 1 450 1218 450 0 1672 746 746 344 344 2 960 960 99 99

962--4--027379--2E

8 m

1

D

A

C

8m

2

B 440 x 440 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

5,7 0 1 146 285 146 8 24 1 88 212 88 0 782 244 244 48 48 2 185 185 110 110

10,2 0 1 151 297 151 4 26 1 152 226 152 77 832 254 254 47 47 2 204 204 99 99

14,7 0 1 155 310 155 0 27 1 156 258 156 55 872 265 265 46 46 2 228 228 84 84

19,2 0 1 156 329 156 0 29 1 161 291 161 30 922 276 276 43 43 2 253 253 68 68

23,7 5 1 154 350 154 0 30 1 165 331 165 0 992 288 288 41 41 2 282 282 48 48

28,2 15 1 194 381 194 7 32 1 187 407 187 0 1052 326 326 62 62 2 339 339 51 51

32,7 25 1 224 423 224 24 33 1 204 490 204 0 1122 365 365 83 83 2 398 398 51 51

37,2 40 1 266 479 266 52 35 1 243 581 243 0 1192 416 416 115 115 2 472 472 61 61

41,7 50 1 295 524 295 67 36 1 253 679 253 0 1252 457 457 134 134 2 536 536 56 56

46,2 65 1 342 585 342 100 39 1 296 781 296 0 1352 514 514 171 171 2 619 619 67 67

50,7 80 1 387 646 387 128 41 1 329 894 329 0 1432 570 570 203 203 2 704 704 71 71

55,2 100 1 444 721 444 167 43 1 381 1017 381 0 1512 640 640 248 248 2 805 805 85 85

59,7 120 1 501 798 501 204 44 1 428 1152 428 0 1592 711 711 291 291 2 909 909 94 94

64,2 140 1 561 876 561 246 47 1 480 1288 480 0 1702 784 784 338 338 2 1017 1017 106 106

962--4--027379--3E

8 m

1

D

A

C

8m

2

B 440 x 440 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

73,8 145 1 605 911 605 299 50 1 506 1356 506 0 1742 821 821 389 389 2 1072 1072 112 112

78,3 170 1 677 1003 677 350 53 1 569 1516 569 0 1842 908 908 450 450 2 1200 1200 127 127

80,5 175 1 702 1035 702 368 54 1 590 1575 590 0 1862 938 938 469 469 2 1245 1245 132 132

85,0 200 1 775 1130 775 420 57 1 646 1748 646 0 1962 1026 1026 524 524 2 1378 1378 142 142

89,5 225 1 849 1228 849 470 59 1 702 1933 702 0 2072 1117 1117 581 581 2 1518 1518 150 150

94,0 285 1 1011 1416 1011 605 62 1 842 2299 842 0 2272 1297 1297 724 724 2 1809 1809 183 183

962--4--027380--1E

8 m

1

D

A

C

8m

2

B 550 x 550 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

73,8 175 1 684 1013 684 355 53 1 571 1534 571 0 1812 917 917 451 451 2 1212 1212 127 127

76,0 175 1 697 1034 698 361 54 1 570 1590 571 0 1822 935 935 460 460 2 1245 1245 120 120

80,5 205 1 782 1141 782 422 57 1 654 1759 654 0 1932 1036 1036 528 528 2 1389 1389 144 144

85,0 230 1 856 1239 856 472 59 1 711 1940 711 0 2032 1127 1127 584 584 2 1527 1527 154 154

89,5 290 1 1017 1427 1017 607 62 1 842 2325 842 0 2252 1307 1307 727 727 2 1824 1824 180 180

962--4--027380--2E

8 m

1

D

A

C

8m

2

B 550 x 550 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

69,3 160 1 635 972 635 298 53 1 543 1456 543 0 1772 874 874 397 397 2 1150 1150 120 120

71,5 165 1 661 1006 661 317 54 1 567 1512 567 0 1792 905 905 418 418 2 1196 1196 127 127

76,0 190 1 732 1099 732 364 56 1 624 1679 624 0 1892 991 991 472 472 2 1325 1325 138 138

80,5 215 1 806 1197 806 415 59 1 684 1856 684 0 2002 1082 1082 529 529 2 1462 1462 150 150

85,0 275 1 967 1384 967 551 62 1 814 2242 814 0 2222 1262 1262 673 673 2 1760 1760 175 175

89,5 305 1 1054 1497 1054 611 64 1 880 2456 881 0 2332 1367 1367 741 741 2 1922 1922 186 186

962--4--027380--3E

8 m

1

D

A

C

8m

2

B 550 x 550 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

73,8 95 1 485 730 485 241 50 1 402 1085 402 0 1742 658 658 312 312 2 856 856 88 88

78,3 115 1 544 805 544 283 53 1 456 1213 456 0 1842 729 729 360 360 2 960 960 102 102

80,5 115 1 558 824 559 293 54 1 457 1260 458 0 1862 746 746 371 371 2 989 989 98 98

85,0 135 1 618 901 618 334 57 1 506 1399 506 0 1962 818 818 417 417 2 1097 1097 108 108

89,5 155 1 679 983 679 376 59 1 555 1547 555 0 2072 894 894 465 465 2 1211 1211 117 117

94,0 200 1 803 1128 803 479 62 1 657 1839 657 0 2272 1033 1033 574 574 2 1439 1439 138 138

98,5 230 1 890 1237 890 543 64 1 742 2016 742 0 2382 1135 1135 644 644 2 1588 1588 162 162

962--4--027381--1E

10 m

1

D

A

C

10m

2

B 550 x 550 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

73,8 120 1 552 815 552 288 53 1 460 1227 460 0 1812 738 738 365 365 2 971 971 103 103

76,0 120 1 565 834 565 296 54 1 464 1272 465 0 1822 755 755 375 375 2 1000 1000 100 100

80,5 140 1 624 911 624 337 57 1 515 1407 515 0 1932 827 827 421 421 2 1107 1107 111 111

85,0 160 1 686 993 686 379 59 1 565 1552 565 0 2032 903 903 469 469 2 1220 1220 122 122

89,5 210 1 822 1150 822 494 62 1 685 1860 685 0 2252 1054 1054 590 590 2 1465 1465 150 150

94,0 235 1 896 1246 896 546 64 1 746 2034 746 0 2362 1144 1144 649 649 2 1601 1601 162 162

962--4--027381--2E

10 m

1

D

A

C

10m

2

B 550 x 550 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

69,3 105 1 503 773 503 233 53 1 423 1165 423 0 1772 694 694 312 312 2 915 915 91 91

71,5 110 1 529 804 529 253 54 1 453 1210 453 0 1792 724 724 334 334 2 957 957 101 101

76,0 130 1 587 881 587 293 56 1 502 1343 502 0 1892 795 795 379 379 2 1062 1062 112 112

80,5 150 1 648 961 648 336 59 1 555 1485 555 0 2002 869 869 427 427 2 1173 1173 123 123

85,0 195 1 772 1105 772 439 62 1 648 1793 649 0 2222 1008 1008 537 537 2 1407 1407 138 138

89,5 220 1 846 1201 847 492 64 1 711 1964 711 0 2332 1097 1097 596 596 2 1541 1541 152 152

94,0 245 1 921 1298 921 543 67 1 768 2147 768 0 2442 1187 1187 685 685 2 1680 1680 161 161

962--4--027381--3E

10 m

1

D

A

C

10m

2

B 550 x 550 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e



for a staionary tower crane on a cross frame elementwithout climbing device

KRE 250 Corner distance 4,5 m x 5,44 m Jib 30 m


Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 50 1 279 444 203 38 22 1 204 288 165 80 492 398 398 85 85 2 264 264 104 104

13,0 50 1 285 459 206 33 23 1 209 300 168 77 652 410 410 82 82 2 278 278 187 187

17,5 50 1 292 475 208 25 24 1 254 328 220 145 702 423 423 77 77 2 307 307 166 166

22,0 50 1 299 492 210 16 26 1 266 372 216 110 742 438 438 71 71 2 342 342 140 140

962--4--027382--1E

1

5,44 mD

A

C

4,5

m

2

B

400 x 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 40 1 240 420 161 0 24 1 191 318 132 4 682 368 368 73 73 2 282 282 40 40

13,0 40 1 238 446 155 0 25 1 232 332 187 87 722 382 382 67 67 2 304 304 115 115

17,5 45 1 260 474 171 0 27 1 257 392 195 61 762 411 411 72 72 2 354 354 99 99

22,0 55 1 303 509 208 2 28 1 295 468 216 43 802 453 453 89 89 2 419 419 92 92

962--4--027382--2E

1

5,44 mD

A

C

4,5

m

2

B

400 x 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 40 1 235 469 147 0 25 1 171 379 100 0 712 393 393 32 32 2 309 309 16 16

13,0 40 1 232 497 139 0 27 1 173 395 99 0 752 408 408 25 25 2 330 330 103 103

962--4--027382--3E

1

5,44 mD

A

C

4,5

m

2

B

400 x 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e



for a stationary tower crane on a cross frame elementwithout climbing device



Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 40 1 216 415 216 17 22 1 159 261 159 57 492 357 357 76 76 2 231 231 87 87

13,0 40 1 221 429 221 12 23 1 164 273 164 54 652 368 368 73 73 2 248 248 167 167

17,5 40 1 225 445 225 5 24 1 212 301 212 122 702 381 381 69 69 2 275 275 148 148

22,0 40 1 197 471 197 0 26 1 216 345 216 87 742 394 394 64 64 2 307 307 125 125

26,5 45 1 214 503 214 0 27 1 233 411 233 54 802 422 422 70 70 2 359 359 107 107

962--4--027383--1E

400 x 400 mm

5 m

1

D

A

C

5m

2

B

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 30 1 155 412 155 0 24 1 119 307 119 0 682 328 328 62 62 2 245 245 28 28

13,0 30 1 151 437 151 0 25 1 120 322 120 0 722 342 342 57 57 2 269 269 100 100

17,5 35 1 170 465 170 0 27 1 201 364 201 39 762 369 369 64 64 2 316 316 86 86

22,0 45 1 213 497 213 0 28 1 231 439 231 23 802 409 409 82 82 2 378 378 83 83

962--4--027383--2E

400 x 400 mm

5 m

1

D

A

C

5m

2

B

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 35 1 170 460 170 0 25 1 114 372 114 0 712 363 363 37 37 2 282 282 18 18

13,0 35 1 165 487 165 0 27 1 115 388 115 0 752 377 377 32 32 2 307 307 102 102

17,5 40 1 184 517 184 0 28 1 221 410 221 32 792 404 404 38 38 2 355 355 87 87

962--4--027383--3E

400 x 400 mm

5 m

1

D

A

C

5m

2

B

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e




KRE 260.1 Corner distance 5,0 m x 6,79 m Jib 30 m


Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 35 1 263 386 159 36 23 1 177 232 130 75 762 352 352 70 70 2 222 222 173 173

13,0 35 1 270 399 161 32 25 1 219 258 185 146 812 363 363 67 67 2 247 247 157 157

17,5 35 1 277 413 162 26 26 1 232 292 181 122 862 375 375 64 64 2 275 275 138 138

22,0 35 1 285 429 164 20 28 1 247 332 175 91 912 389 389 60 60 2 308 308 114 114

26,5 45 1 318 470 190 37 29 1 290 406 192 75 972 428 428 79 79 2 374 374 107 107

31,0 55 1 352 514 215 53 31 1 334 486 206 55 1042 469 469 98 98 2 444 444 97 97

35,5 70 1 398 571 253 80 32 1 392 582 232 43 1102 523 523 128 128 2 529 529 95 95

962--4--027384--1E

1

6,76 mD

A

C

5m

2

B

400 x 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 25 1 220 362 112 0 25 1 198 254 151 95 832 323 323 56 56 2 239 239 110 110

13,0 25 1 222 384 107 0 27 1 212 290 146 68 882 336 336 52 52 2 268 268 90 90

17,5 35 1 280 413 168 35 28 1 253 357 164 60 922 376 376 71 71 2 328 328 89 89

22,0 40 1 301 443 181 38 30 1 282 415 169 36 972 404 404 77 77 2 378 378 73 73

26,5 55 1 347 500 218 65 31 1 339 507 197 29 1042 458 458 107 107 2 460 460 75 75

31,0 65 1 382 546 243 78 33 1 384 590 210 4 1102 501 501 124 124 2 533 533 61 61

962--4--027384--2E

1

6,76 mD

A

C

5m

2

B

400 x 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 30 1 245 405 125 0 27 1 182 303 92 0 862 356 356 30 30 2 271 271 117 117

13,0 30 1 246 428 119 0 28 1 238 331 159 66 912 370 370 25 25 2 305 305 92 92

17,5 40 1 295 454 160 1 30 1 279 400 177 56 952 410 410 45 45 2 367 367 90 90

22,0 50 1 329 498 185 16 31 1 322 473 194 43 1002 451 451 63 63 2 431 431 85 85

26,5 60 1 363 543 210 30 33 1 366 554 208 21 1072 493 493 80 80 2 502 502 73 73

31,0 75 1 410 602 247 55 34 1 425 652 234 7 1132 549 549 108 108 2 589 589 70 70

962--4--027384--3E

1

6,76 mD

A

C

5m

2

B

400 x 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 25 1 186 352 186 20 23 1 129 203 129 54 762 303 303 68 68 2 193 193 152 152

13,0 25 1 190 364 190 16 25 1 177 230 177 124 812 313 313 67 67 2 215 215 139 139

17,5 25 1 195 378 195 11 26 1 182 262 182 101 862 324 324 65 65 2 239 239 125 125

22,0 25 1 199 393 199 5 28 1 186 300 186 72 912 336 336 62 62 2 267 267 105 105

26,5 30 1 216 422 216 11 29 1 203 360 203 46 972 362 362 71 71 2 314 314 92 92

31,0 40 1 246 464 246 27 31 1 233 437 233 28 1042 400 400 91 91 2 377 377 88 88

35,5 50 1 275 508 275 43 32 1 262 518 262 7 1102 440 440 111 111 2 443 443 82 82

40,0 60 1 305 554 305 56 34 1 273 623 273 0 1172 481 481 129 129 2 512 512 72 72

962--4--027385--1E

400 x 400 mm

6 m

1

D

A

C

6m

2

B

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 15 1 126 344 126 0 25 1 94 234 94 0 832 276 276 54 54 2 203 203 96 96

13,0 15 1 124 365 124 0 27 1 154 259 154 49 882 288 288 51 51 2 229 229 80 80

17,5 20 1 147 387 147 0 28 1 171 312 171 30 922 313 313 59 59 2 271 271 71 71

22,0 25 1 169 413 169 0 30 1 188 368 188 8 972 339 339 67 67 2 315 315 61 61

26,5 35 1 214 440 214 0 31 1 209 453 209 0 1042 379 379 87 87 2 378 378 57 57

31,0 45 1 262 484 262 40 33 1 217 555 217 0 1102 419 419 105 105 2 444 444 51 51

35,5 65 1 317 556 317 78 34 1 271 667 271 0 1172 486 486 148 148 2 538 538 66 66

962--4--027385--2E

400 x 400 mm

6 m

1

D

A

C

6m

2

B

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 20 1 145 384 145 0 27 1 95 287 95 0 862 304 304 32 32 2 234 234 105 105

13,0 20 1 143 406 143 0 28 1 174 300 174 48 912 317 317 29 29 2 263 263 85 85

17,5 25 1 165 430 165 0 30 1 191 354 191 28 952 342 342 38 38 2 306 306 75 75

22,0 30 1 186 457 186 0 31 1 208 412 208 4 1002 369 369 45 45 2 352 352 64 64

26,5 40 1 230 486 230 0 33 1 223 505 223 0 1072 409 409 64 64 2 416 416 59 59

31,0 55 1 279 538 279 19 34 1 254 611 254 0 1132 462 462 95 95 2 496 496 63 63

962--4--027385--3E

400 x 400 mm

6 m

1

D

A

C

6m

2

B

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 35 1 269 392 165 42 23 1 183 239 137 81 762 358 358 76 76 2 228 228 180 180

13,0 35 1 276 405 167 38 25 1 225 265 192 152 812 369 369 74 74 2 254 254 163 163

17,5 35 1 284 419 169 33 26 1 238 298 188 128 862 382 382 71 71 2 282 282 145 145

22,0 35 1 291 435 170 26 28 1 253 338 182 97 912 395 395 66 66 2 315 315 121 121

26,5 40 1 312 464 184 31 29 1 284 400 185 69 972 422 422 73 73 2 368 368 101 101

31,0 55 1 358 520 222 60 31 1 341 492 213 61 1042 475 475 104 104 2 450 450 103 103

35,5 65 1 392 565 247 74 32 1 386 576 226 37 1102 517 517 122 122 2 523 523 89 89

40,0 80 1 439 623 284 99 34 1 446 677 251 20 1172 572 572 150 150 2 613 613 84 84

44,5 100 1 499 696 333 136 35 1 519 795 286 10 1242 642 642 190 190 2 719 719 87 87

962--4--027386--1E

1

6,79 mD

A

C

5,0

2

B

500 x 500 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 25 1 233 362 125 0 25 1 205 261 157 101 832 329 329 63 63 2 245 245 117 117

13,0 25 1 235 384 120 0 27 1 218 297 153 75 882 343 343 58 58 2 275 275 96 96

17,5 30 1 260 408 139 0 28 1 247 351 158 54 922 370 370 65 65 2 322 322 83 83

22,0 40 1 307 450 187 44 30 1 288 422 176 43 972 410 410 84 84 2 385 385 80 80

26,5 50 1 341 494 212 59 31 1 333 501 191 23 1042 452 452 101 101 2 454 454 69 69

31,0 65 1 388 553 249 85 33 1 391 597 217 11 1102 507 507 130 130 2 540 540 68 68

35,5 85 1 448 625 298 121 34 1 463 710 254 7 1172 576 576 170 170 2 641 641 75 75

40,0 110 1 521 712 360 169 36 1 549 841 302 10 1242 659 659 222 222 2 760 760 91 91

962--4--027386--2E

1

6,79 mD

A

C

5,0

2

B

500 x 500 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 25 1 233 405 113 0 27 1 170 303 80 0 862 350 350 24 24 2 265 265 111 111

13,0 30 1 259 428 132 0 28 1 245 338 166 73 912 377 377 32 32 2 312 312 99 99

17,5 35 1 284 453 149 0 30 1 273 394 171 50 952 404 404 39 39 2 361 361 84 84

22,0 45 1 323 492 179 10 31 1 316 467 188 37 1002 445 445 57 57 2 425 425 79 79

26,5 60 1 369 550 217 36 33 1 373 560 215 28 1072 500 500 86 86 2 508 508 80 80

31,0 70 1 404 596 241 49 34 1 419 646 228 1 1132 543 543 102 102 2 583 583 64 64

35,5 95 1 476 682 303 98 36 1 504 774 277 7 1202 625 625 155 155 2 699 699 82 82

40,0 120 1 549 769 364 144 37 1 591 907 324 8 1272 708 708 205 205 2 820 820 96 96

962--4--027386--3E

1

6,79 mD

A

C

5,0

2

B

500 x 500 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 20 1 180 346 180 13 23 1 123 197 123 48 762 297 297 62 62 2 187 187 146 146

13,0 20 1 184 358 184 10 25 1 171 224 171 118 812 307 307 61 61 2 209 209 133 133

17,5 20 1 189 372 189 5 26 1 176 256 176 95 862 318 318 59 59 2 233 233 119 119

22,0 20 1 163 391 163 0 28 1 180 294 180 66 912 330 330 56 56 2 261 261 99 99

26,5 25 1 184 417 184 0 29 1 197 354 197 40 972 356 356 65 65 2 308 308 86 86

31,0 35 1 240 458 240 21 31 1 227 431 227 22 1042 394 394 85 85 2 371 371 82 82

35,5 45 1 269 502 269 37 32 1 256 512 256 1 1102 434 434 105 105 2 437 437 75 75

40,0 55 1 299 548 299 50 34 1 261 623 261 0 1172 475 475 123 123 2 506 506 65 65

44,5 75 1 353 620 353 87 35 1 309 744 309 0 1242 542 542 165 165 2 604 604 77 77

49,0 95 1 408 693 408 123 37 1 352 877 352 0 1302 610 610 206 206 2 705 705 85 85

53,5 115 1 468 771 468 164 39 1 401 1016 401 0 1402 682 682 253 253 2 814 814 95 95

962--4--027387--1E

500 x 500 mm

6 m

1

D

A

C

6m

2

B

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 10 1 114 344 114 0 25 1 82 234 82 0 832 269 269 47 47 2 197 197 90 90

13,0 10 1 112 365 112 0 27 1 148 253 148 43 882 282 282 45 45 2 222 222 74 74

17,5 20 1 160 387 160 0 28 1 178 319 178 36 922 319 319 66 66 2 277 277 78 78

22,0 25 1 181 413 181 0 30 1 195 374 195 15 972 346 346 74 74 2 322 322 68 68

26,5 35 1 239 446 239 33 31 1 222 453 222 0 1042 385 385 93 93 2 384 384 64 64

31,0 45 1 269 491 269 47 33 1 230 555 230 0 1102 426 426 112 112 2 450 450 57 57

35,5 60 1 311 550 311 72 34 1 258 667 258 0 1172 480 480 142 142 2 532 532 60 60

40,0 80 1 365 623 365 108 36 1 307 788 307 0 1242 548 548 183 183 2 629 629 72 72

44,5 100 1 420 698 420 142 37 1 350 919 350 0 1302 616 616 223 223 2 730 730 80 80

49,0 125 1 487 787 487 187 39 1 413 1062 413 0 1372 699 699 275 275 2 847 847 96 96

962--4--027387--2E

500 x 500 mm

6 m

1

D

A

C

6m

2

B

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 15 1 133 384 133 0 27 1 83 287 83 0 862 298 298 26 26 2 228 228 99 99

13,0 15 1 131 406 131 0 28 1 168 293 168 42 912 311 311 23 23 2 257 257 79 79

17,5 20 1 153 430 153 0 30 1 185 348 185 22 952 336 336 32 32 2 300 300 69 69

22,0 30 1 199 457 199 0 31 1 214 418 214 11 1002 375 375 52 52 2 358 358 70 70

26,5 40 1 243 487 243 0 33 1 236 505 236 0 1072 415 415 71 71 2 423 423 65 65

31,0 50 1 273 532 273 13 34 1 242 611 242 0 1132 456 456 89 89 2 490 490 57 57

35,5 70 1 327 604 327 50 36 1 293 727 293 0 1202 523 523 131 131 2 585 585 71 71

40,0 90 1 382 678 382 85 37 1 339 853 339 0 1272 591 591 172 172 2 684 684 81 81

44,5 110 1 436 753 436 119 39 1 380 989 380 0 1332 661 661 212 212 2 787 787 87 87

962--4--027387--3E

500 x 500 mm

6 m

1

D

A

C

6m

2

B

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 0 1 173 298 173 48 24 1 160 182 160 138 802 261 261 85 85 2 176 176 144 144

13,0 0 1 178 309 178 47 26 1 165 205 165 124 852 270 270 85 85 2 193 193 136 136

17,5 0 1 182 320 182 45 27 1 169 230 169 108 902 280 280 85 85 2 213 213 126 126

22,0 0 1 187 332 187 41 29 1 174 260 174 87 952 290 290 84 84 2 235 235 113 113

26,5 0 1 191 346 191 37 30 1 178 297 178 60 1012 301 301 82 82 2 262 262 94 94

31,0 0 1 196 360 196 32 32 1 183 337 183 29 1082 312 312 80 80 2 292 292 74 74

35,5 10 1 213 388 213 38 33 1 200 392 200 7 1142 337 337 89 89 2 336 336 64 64

40,0 15 1 230 417 230 43 35 1 200 468 200 0 1212 362 362 98 98 2 383 383 51 51

44,5 25 1 260 459 260 60 36 1 213 560 213 0 1282 401 401 118 118 2 445 445 48 48

49,0 45 1 314 528 314 100 38 1 273 659 273 0 1342 466 466 163 163 2 534 534 68 68

53,5 55 1 349 576 349 121 40 1 290 763 290 0 1442 510 510 188 188 2 606 606 66 66

58,0 75 1 406 650 406 162 42 1 347 878 347 0 1522 578 578 234 234 2 704 704 82 82

62,5 90 1 450 712 450 189 44 1 373 1003 373 0 1602 635 635 266 266 2 792 792 83 83

67,0 110 1 513 791 513 235 47 1 429 1142 429 0 1722 709 709 316 316 2 904 904 96 96

71,5 130 1 571 868 571 274 49 1 473 1286 473 0 1822 781 781 361 361 2 1013 1013 103 103

962--4--027388--1E

500 x 500 mm

8 m

1

D

A

C

8m

2

B

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 0 1 177 295 177 59 27 1 162 220 162 105 872 261 261 94 94 2 203 203 121 121

13,0 0 1 182 308 182 56 28 1 167 246 167 87 922 271 271 93 93 2 223 223 110 110

17,5 0 1 186 321 186 51 30 1 171 278 171 65 962 282 282 91 91 2 247 247 96 96

22,0 0 1 191 335 191 46 31 1 176 311 176 40 1012 293 293 89 89 2 272 272 80 80

26,5 0 1 195 350 195 40 33 1 180 351 180 10 1082 305 305 86 86 2 301 301 60 60

31,0 5 1 200 367 200 33 34 1 161 418 161 0 1142 318 318 82 82 2 333 333 37 37

35,5 20 1 242 421 242 62 36 1 203 501 203 0 1212 369 369 115 115 2 404 404 49 49

40,0 35 1 284 477 284 90 37 1 242 592 242 0 1282 421 421 147 147 2 478 478 59 59

44,5 50 1 326 535 326 117 39 1 277 691 277 0 1342 474 474 178 178 2 555 555 67 67

49,0 65 1 368 593 368 143 40 1 308 798 308 0 1412 527 527 209 209 2 635 635 71 71

53,5 80 1 415 656 415 174 43 1 346 908 346 0 1502 586 586 245 245 2 722 722 79 79

58,0 100 1 472 731 472 213 45 1 399 1031 399 0 1582 656 656 289 289 2 822 822 93 93

62,5 115 1 517 796 517 238 46 1 422 1163 422 0 1662 714 714 320 320 2 913 913 90 90

67,0 135 1 579 877 579 282 49 1 475 1308 475 0 1792 790 790 369 369 2 1027 1027 102 102

962--4--027388--2E

500 x 500 mm

8 m

1

D

A

C

8m

2

B

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

8,5 0 1 169 313 169 24 28 1 169 238 169 100 902 271 271 66 66 2 218 218 121 121

13,0 0 1 173 326 173 20 29 1 174 269 174 79 952 281 281 65 65 2 241 241 107 107

17,5 0 1 178 339 178 16 31 1 178 302 178 55 992 292 292 63 63 2 266 266 91 91

22,0 0 1 182 354 182 10 32 1 183 337 183 29 1042 304 304 61 61 2 292 292 74 74

26,5 5 1 187 370 187 4 34 1 185 380 185 0 1112 316 316 57 57 2 322 322 53 53

31,0 10 1 204 399 204 9 35 1 180 460 180 0 1172 342 342 66 66 2 367 367 42 42

35,5 25 1 246 454 246 38 37 1 220 547 220 0 1242 393 393 99 99 2 440 440 53 53

40,0 40 1 288 510 288 65 38 1 257 641 257 0 1312 445 445 131 131 2 516 516 62 62

44,5 55 1 330 568 330 92 40 1 290 743 290 0 1372 498 498 162 162 2 594 594 68 68

49,0 70 1 377 630 377 124 42 1 331 851 331 0 1472 556 556 198 198 2 679 679 77 77

53,5 85 1 422 692 422 151 44 1 361 969 361 0 1552 613 613 230 230 2 765 765 80 80

58,0 105 1 479 768 479 189 46 1 411 1097 411 0 1632 683 683 274 274 2 868 868 92 92

62,5 125 1 536 845 536 226 48 1 454 1238 454 0 1712 755 755 317 317 2 975 975 99 99

962--4--027388--3E

500 x 500 mm

8 m

1

D

A

C

8m

2

B

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e



for a travelling tower crane on undercarriagewithout climbing device

UW 250 Corner distance 4,5 m x 5,44 m Jib 30 m


Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 50 1 289 463 209 35 27 1 212 297 172 87 492 414 414 84 84 2 273 273 111 111

13,5 50 1 296 480 211 26 28 1 217 309 175 84 652 428 428 79 79 2 288 288 192 192

18,0 50 1 281 501 189 7 30 1 262 340 227 149 702 444 444 71 71 2 318 318 171 171

962--4--027389--1E

12A

5,44 m

4,5

m

D C

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 40 1 235 459 150 7 29 1 199 327 139 11 682 387 387 69 69 2 290 290 47 47

13,5 40 1 230 492 140 7 31 1 241 344 193 90 722 404 404 60 60 2 315 315 119 119

18,0 45 1 249 527 152 7 32 1 266 405 202 63 762 435 435 63 63 2 365 365 103 103

962--4--027389--2E

12A

5,44 m

4,5

m

D C

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 40 1 228 512 134 7 31 1 178 389 106 7 712 415 415 26 26 2 317 317 23 23

962--4--027389--3E

12A

5,44 m

4,5

m

D C

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e

WOLFF 100 B Static data3 / 80





Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 40 1 224 434 224 15 27 1 167 270 167 64 492 372 372 76 76 2 240 240 94 94

13,5 40 1 197 459 197 7 28 1 171 282 171 61 652 386 386 71 71 2 258 258 172 172

18,0 40 1 190 491 190 7 30 1 220 313 220 126 702 400 400 65 65 2 286 286 154 154

962--4--027390--1E

5 m

1

D

A

C

5m

2

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 30 1 147 451 147 7 29 1 126 317 126 7 682 346 346 60 60 2 253 253 35 35

13,5 30 1 140 482 140 7 31 1 127 332 127 7 722 362 362 52 52 2 280 280 104 104

18,0 35 1 156 517 156 7 32 1 209 376 209 42 762 391 391 57 57 2 327 327 91 91

962--4--027390--2E

5 m

1

D

A

C

5m

2

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 35 1 161 502 161 7 31 1 121 382 121 7 712 383 383 33 33 2 290 290 25 25

962--4--027390--3E

5 m

1

D

A

C

5m

2

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e




UW 260.1 Corner distance 5 m x 6,79 m Jib 30 m


Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 35 1 273 403 164 34 28 1 185 240 138 82 762 367 367 70 70 2 232 232 178 178

13,5 35 1 281 419 165 27 30 1 228 270 192 150 812 381 381 65 65 2 258 258 162 162

18,0 35 1 289 436 166 19 32 1 241 303 188 125 862 395 395 60 60 2 286 286 143 143

22,5 35 1 269 463 133 7 33 1 257 349 180 89 922 411 411 53 53 2 323 323 114 114

27,0 45 1 332 499 191 24 35 1 301 424 196 73 992 453 453 70 70 2 390 390 107 107

31,5 60 1 379 558 228 49 37 1 357 516 224 65 1062 509 509 99 99 2 472 472 109 109

962--4--027391--1E

12A

6,79 m

5m

D C

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 25 1 218 398 102 7 31 1 207 266 158 99 832 341 341 54 54 2 249 249 115 115

13,5 30 1 243 425 119 7 32 1 234 315 165 84 882 369 369 59 59 2 292 292 106 106

18,0 35 1 266 455 133 7 34 1 262 370 171 63 922 399 399 64 64 2 340 340 93 93

22,5 45 1 314 488 171 7 36 1 305 445 187 47 992 442 442 80 80 2 406 406 85 85

27,0 55 1 363 533 218 48 37 1 349 525 202 26 1062 486 486 95 95 2 476 476 75 75

31,5 70 1 411 595 255 70 39 1 408 621 227 14 1122 544 544 121 121 2 562 562 73 73

962--4--027391--2E

12A

6,79 m

5m

D C

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 30 1 242 442 113 7 32 1 190 311 100 7 862 376 376 26 26 2 283 283 121 121

13,5 35 1 266 472 128 7 34 1 260 356 178 82 912 405 405 31 31 2 330 330 109 109

18,0 40 1 289 504 141 7 36 1 289 413 184 59 952 435 435 35 35 2 379 379 93 93

22,5 50 1 336 538 178 7 37 1 332 490 199 41 1022 479 479 51 51 2 447 447 85 85

27,0 65 1 391 591 222 22 39 1 390 584 226 31 1092 536 536 78 78 2 530 530 85 85

962--4--027391--3E

12A

6,79 m

5m

D C

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e




UW 260.1 Corner distance 6,0 m x 6,0 m Jib 30 m


Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 25 1 193 368 193 18 28 1 180 212 180 149 762 317 317 70 70 2 203 203 158 158

13,5 25 1 198 384 198 12 30 1 185 242 185 128 812 329 329 67 67 2 225 225 145 145

18,0 25 1 168 411 168 7 32 1 189 274 189 105 862 342 342 63 63 2 249 249 130 130

22,5 25 1 163 440 163 7 33 1 194 317 194 71 922 356 356 58 58 2 281 281 107 107

27,0 30 1 181 471 181 7 35 1 211 378 211 44 992 384 384 65 65 2 329 329 93 93

31,5 40 1 223 506 223 7 37 1 241 455 241 26 1062 424 424 83 83 2 392 392 89 89

36,0 50 1 263 543 263 7 38 1 267 539 267 7 1122 467 467 100 100 2 458 458 82 82

40,5 60 1 313 591 313 34 40 1 270 652 270 7 1192 510 510 116 116 2 527 527 72 72

962--4--027392--1E

6 m

1

D

A

C

6m

2

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 15 1 120 378 120 7 31 1 102 242 102 7 832 292 292 53 53 2 213 213 101 101

13,5 15 1 116 404 116 7 32 1 162 272 162 52 882 306 306 48 48 2 239 239 84 84

18,0 20 1 136 432 136 7 34 1 179 325 179 33 922 333 333 54 54 2 282 282 76 76

22,5 30 1 180 463 180 7 36 1 208 397 208 19 992 374 374 73 73 2 342 342 75 75

27,0 40 1 222 497 222 7 37 1 232 480 232 7 1062 416 416 90 90 2 405 405 71 71

31,5 50 1 263 534 263 7 39 1 240 583 240 7 1122 459 459 106 106 2 471 471 64 64

36,0 65 1 325 594 325 55 41 1 268 696 268 7 1192 515 515 134 134 2 553 553 66 66

962--4--027392--2E

6 m

1

D

A

C

6m

2

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 20 1 139 420 139 7 32 1 103 296 103 7 862 322 322 30 30 2 244 244 110 110

13,5 20 1 134 448 134 7 34 1 182 312 182 51 912 337 337 25 25 2 274 274 89 89

18,0 25 1 153 478 153 7 36 1 199 367 199 31 952 364 364 31 31 2 317 317 80 80

22,5 35 1 195 511 195 7 37 1 228 441 228 15 1022 406 406 49 49 2 379 379 77 77

27,0 45 1 236 547 236 7 39 1 246 532 246 7 1092 448 448 66 66 2 443 443 72 72

31,5 55 1 276 586 276 7 41 1 251 640 251 7 1152 491 491 82 82 2 511 511 64 64

962--4--027392--3E

6 m

1

D

A

C

6m

2

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e



for atravelling tower crane on undercarriagewithout climbing device



Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 35 1 280 409 170 40 29 1 191 247 144 89 762 373 373 76 76 2 239 239 185 185

13,5 35 1 287 425 171 34 30 1 234 276 199 156 812 387 387 72 72 2 264 264 168 168

18,0 35 1 296 442 172 26 32 1 247 310 194 132 862 402 402 66 66 2 292 292 149 149

22,5 35 1 281 463 146 7 34 1 264 355 187 96 922 418 418 59 59 2 330 330 121 121

27,0 45 1 339 506 197 30 35 1 307 430 203 79 992 459 459 77 77 2 396 396 114 114

31,5 55 1 373 552 222 43 37 1 351 510 218 59 1062 503 503 92 92 2 466 466 103 103

36,0 70 1 421 613 259 66 39 1 410 607 243 46 1122 560 560 120 120 2 552 552 101 101

962--4--027393--1E

12A

6,79 m

5m

D C

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 25 1 231 398 115 7 31 1 213 272 164 105 832 347 347 60 60 2 256 256 122 122

13,5 25 1 231 425 107 7 33 1 228 309 159 78 882 363 363 53 53 2 286 286 100 100

18,0 30 1 254 455 121 7 34 1 256 364 165 57 922 393 393 58 58 2 334 334 87 87

22,5 40 1 302 488 159 7 36 1 299 439 181 41 992 436 436 74 74 2 400 400 79 79

27,0 55 1 369 540 225 54 38 1 356 531 208 33 1062 493 493 101 101 2 483 483 81 81

31,5 70 1 417 602 261 76 39 1 414 628 234 20 1122 551 551 127 127 2 568 568 80 80

962--4--027393--2E

12A

6,79 m

5m

D C

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 30 1 255 443 126 7 33 1 203 311 113 7 862 383 383 32 32 2 289 289 128 128

13,5 30 1 254 472 116 7 34 1 254 350 172 76 912 399 399 25 25 2 324 324 102 102

18,0 40 1 302 504 154 7 36 1 295 420 190 65 952 442 442 42 42 2 385 385 100 100

22,5 50 1 348 539 191 7 38 1 339 497 205 47 1022 485 485 57 57 2 453 453 91 91

27,0 60 1 385 585 216 16 39 1 384 578 220 25 1092 530 530 72 72 2 524 524 79 79

31,5 75 1 433 648 252 38 41 1 443 677 245 11 1152 589 589 97 97 2 612 612 75 75

962--4--027393--3E

12A

6,79 m

5m

D C

B

544 mm

wheel=ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 20 1 187 362 187 12 29 1 174 206 174 142 762 311 311 64 64 2 197 197 152 152

13,5 20 1 160 385 160 7 30 1 179 236 179 122 812 323 323 60 60 2 219 219 139 139

18,0 20 1 156 411 156 7 32 1 183 268 183 99 862 336 336 57 57 2 243 243 124 124

22,5 20 1 150 440 150 7 34 1 188 311 188 65 922 350 350 52 52 2 275 275 101 101

27,0 30 1 194 471 194 7 35 1 217 384 217 51 992 390 390 71 71 2 335 335 100 100

31,5 40 1 236 506 236 7 37 1 247 461 247 33 1062 431 431 89 89 2 398 398 96 96

36,0 50 1 290 549 290 30 39 1 277 542 277 11 1122 473 473 106 106 2 465 465 89 89

40,5 60 1 319 598 319 40 40 1 283 652 283 7 1192 516 516 122 122 2 534 534 78 78

45,0 75 1 361 661 361 61 42 1 305 774 305 7 1252 573 573 149 149 2 619 619 77 77

962--4--027394--1E

6 m

1

D

A

C

6m

2

B

544 mm

wheel= ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 10 1 108 378 108 7 31 1 90 242 90 7 832 286 286 46 46 2 207 207 95 95

13,5 15 1 129 404 129 7 33 1 168 278 168 59 882 313 313 54 54 2 246 246 91 91

18,0 20 1 149 432 149 7 34 1 185 331 185 40 922 340 340 61 61 2 288 288 82 82

22,5 25 1 168 464 168 7 36 1 202 391 202 13 992 368 368 67 67 2 336 336 69 69

27,0 35 1 210 497 210 7 38 1 220 480 220 7 1062 410 410 84 84 2 399 399 65 65

31,5 45 1 251 534 251 7 39 1 228 583 228 7 1122 453 453 100 100 2 465 465 58 58

36,0 65 1 331 601 331 61 41 1 281 696 281 7 1192 522 522 140 140 2 559 559 73 73

962--4--027394--2E

6 m

1

D

A

C

6m

2

B

544 mm

wheel= ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 15 1 126 420 126 7 33 1 91 296 91 7 862 316 316 24 24 2 238 238 104 104

13,5 20 1 147 448 147 7 34 1 188 318 188 58 912 343 343 31 31 2 280 280 96 96

18,0 25 1 166 478 166 7 36 1 205 373 205 37 952 371 371 38 38 2 324 324 86 86

22,5 30 1 183 511 183 7 38 1 222 435 222 9 1022 400 400 43 43 2 373 373 71 71

27,0 40 1 224 547 224 7 39 1 234 532 234 7 1092 442 442 60 60 2 437 437 66 66

31,5 55 1 289 587 289 7 41 1 264 640 264 7 1152 498 498 88 88 2 517 517 70 70

36,0 70 1 335 646 335 24 43 1 290 756 290 7 1222 555 555 115 115 2 601 601 71 71

962--4--027394--3E

6 m

1

D

A

C

6m

2

B

544 mm

wheel= ø 400 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 35 1 287 417 178 48 29 1 199 255 152 96 762 381 381 84 84 2 246 246 193 193

13,5 35 1 295 433 179 41 30 1 242 284 206 164 812 395 395 79 79 2 272 272 176 176

18,0 35 1 304 450 180 33 32 1 255 318 202 140 862 409 409 74 74 2 300 300 157 157

22,5 35 1 289 471 154 15 34 1 272 363 195 103 922 425 425 67 67 2 338 338 129 129

27,0 45 1 346 514 205 38 35 1 315 438 211 87 992 467 467 84 84 2 404 404 121 121

31,5 55 1 381 560 230 51 37 1 359 518 225 67 1062 510 510 100 100 2 474 474 111 111

36,0 70 1 429 621 266 74 39 1 417 614 251 54 1122 567 567 127 127 2 560 560 109 109

40,5 85 1 477 683 302 96 40 1 477 716 276 37 1192 626 626 153 153 2 650 650 103 103

45,0 105 1 538 760 350 128 42 1 551 835 311 27 1252 698 698 189 189 2 756 756 105 105

962--4--027395--1E

12A

6,79 m

5m

D C

B

900 mm

wheel=ø 630 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 25 1 239 405 123 15 31 1 221 280 172 113 832 355 355 68 68 2 264 264 129 129

13,5 25 1 238 433 114 15 33 1 235 317 167 85 882 371 371 61 61 2 294 294 108 108

18,0 30 1 262 463 129 15 34 1 264 372 172 64 922 401 401 66 66 2 342 342 94 94

22,5 40 1 309 496 167 15 36 1 307 447 188 48 992 444 444 82 82 2 408 408 87 87

27,0 55 1 377 548 233 62 38 1 364 539 216 41 1062 500 500 109 109 2 490 490 89 89

31,5 70 1 425 610 269 84 39 1 422 635 242 28 1122 558 558 135 135 2 576 576 87 87

36,0 90 1 486 686 317 117 41 1 494 749 279 24 1192 630 630 172 172 2 678 678 94 94

40,5 110 1 547 764 364 148 43 1 566 869 313 15 1252 704 704 208 208 2 785 785 97 97

962--4--027395--2E

12A

6,79 m

5m

D C

B

900 mm

wheel=ø 630 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 30 1 263 450 133 15 33 1 211 319 120 15 862 391 391 40 40 2 297 297 135 135

13,5 30 1 261 480 124 15 34 1 262 358 180 84 912 407 407 33 33 2 331 331 110 110

18,0 40 1 309 512 162 15 36 1 303 427 198 73 952 449 449 50 50 2 393 393 108 108

22,5 50 1 356 546 198 15 38 1 347 505 213 55 1022 493 493 65 65 2 461 461 99 99

27,0 60 1 393 593 224 24 39 1 392 586 227 33 1092 538 538 79 79 2 532 532 87 87

31,5 75 1 441 656 260 45 41 1 450 685 253 18 1152 596 596 105 105 2 620 620 83 83

36,0 100 1 515 745 320 90 43 1 536 813 301 24 1222 681 681 154 154 2 736 736 101 101

40,5 125 1 589 837 380 133 44 1 623 947 349 24 1282 768 768 201 201 2 857 857 114 114

962--4--027395--3E

12A

6,79 m

5m

D C

B

900 mm

wheel=ø 630 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 20 1 195 370 195 20 29 1 182 214 182 150 762 319 319 71 71 2 204 204 160 160

13,5 20 1 168 392 168 15 30 1 187 243 187 130 812 331 331 68 68 2 227 227 146 146

18,0 20 1 164 419 164 15 32 1 191 276 191 107 862 344 344 64 64 2 251 251 131 131

22,5 20 1 158 448 158 15 34 1 196 319 196 72 922 358 358 60 60 2 283 283 109 109

27,0 30 1 201 479 201 15 35 1 225 392 225 59 992 398 398 79 79 2 343 343 107 107

31,5 40 1 243 514 243 15 37 1 255 469 255 41 1062 439 439 97 97 2 406 406 103 103

36,0 50 1 297 557 297 38 39 1 284 550 284 18 1122 481 481 114 114 2 472 472 96 96

40,5 60 1 327 606 327 48 40 1 290 659 290 15 1192 524 524 130 130 2 542 542 86 86

45,0 75 1 369 669 369 69 42 1 313 782 313 15 1252 581 581 157 157 2 627 627 85 85

49,5 95 1 424 747 424 100 44 1 356 915 356 15 1322 652 652 195 195 2 729 729 92 92

54,0 115 1 483 828 483 138 47 1 405 1056 405 15 1422 727 727 239 239 2 838 838 102 102

962--4--027396--1E

6 m

1

D

A

C

6m

2

B

900 mm

wheel=ø 630 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 10 1 116 386 116 15 31 1 98 250 98 15 832 294 294 54 54 2 215 215 103 103

13,5 15 1 137 412 137 15 33 1 176 286 176 66 882 320 320 62 62 2 254 254 98 98

18,0 20 1 157 440 157 15 34 1 193 339 193 47 922 348 348 69 69 2 296 296 90 90

22,5 25 1 175 471 175 15 36 1 210 399 210 21 992 376 376 74 74 2 344 344 76 76

27,0 35 1 218 505 218 15 38 1 228 488 228 15 1062 418 418 92 92 2 407 407 72 72

31,5 45 1 258 542 258 15 39 1 235 591 235 15 1122 461 461 108 108 2 473 473 66 66

36,0 65 1 339 609 339 69 41 1 288 703 288 15 1192 530 530 148 148 2 567 567 80 80

40,5 85 1 393 686 393 101 43 1 336 825 336 15 1252 600 600 187 187 2 665 665 92 92

45,0 105 1 448 764 448 131 44 1 379 958 379 15 1322 672 672 224 224 2 766 766 100 100

49,5 125 1 502 845 502 160 46 1 417 1101 417 15 1382 745 745 260 260 2 871 871 103 103

962--4--027396--2E

6 m

1

D

A

C

6m

2

B

900 mm

wheel=ø 630 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,0 15 1 134 428 134 15 33 1 98 303 98 15 862 324 324 32 32 2 246 246 111 111

13,5 20 1 154 456 154 15 34 1 196 326 196 66 912 351 351 39 39 2 288 288 104 104

18,0 25 1 173 486 173 15 36 1 213 381 213 45 952 379 379 45 45 2 332 332 94 94

22,5 30 1 191 519 191 15 38 1 230 443 230 17 1022 407 407 51 51 2 381 381 79 79

27,0 40 1 232 555 232 15 39 1 241 540 241 15 1092 450 450 68 68 2 445 445 74 74

31,5 55 1 297 594 297 15 41 1 272 647 272 15 1152 505 505 96 96 2 525 525 78 78

36,0 70 1 343 653 343 32 43 1 298 764 298 15 1222 562 562 123 123 2 608 608 79 79

40,5 90 1 397 731 397 63 44 1 343 891 343 15 1282 633 633 161 161 2 708 708 88 88

45,0 115 1 464 823 464 105 46 1 409 1028 409 15 1352 718 718 210 210 2 823 823 107 107

962--4--027396--3E

6 m

1

D

A

C

6m

2

B

900 mm

wheel=ø 630 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e


3.4.9.1 Centerballasts and Cornerloadsacc. to DIN 15019




Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,5 0 1 198 331 198 65 31 1 185 212 185 158 802 292 292 104 104 2 204 204 166 166

14,0 0 1 203 344 203 62 33 1 190 236 190 144 852 302 302 103 103 2 222 222 157 157

18,5 0 1 207 357 207 57 34 1 194 261 194 127 902 313 313 101 101 2 242 242 147 147

23,0 0 1 212 372 212 52 36 1 199 296 199 102 962 325 325 99 99 2 267 267 130 130

27,5 0 1 216 387 216 45 38 1 203 333 203 74 1032 337 337 95 95 2 295 295 112 112

32,0 5 1 221 404 221 38 39 1 208 373 208 42 1102 350 350 91 91 2 325 325 91 91

36,5 10 1 238 435 238 41 41 1 221 434 221 24 1162 377 377 99 99 2 370 370 80 80

41,0 20 1 268 479 268 56 43 1 237 519 237 24 1232 417 417 118 118 2 429 429 80 80

45,5 30 1 297 524 297 70 45 1 250 612 250 24 1292 458 458 136 136 2 492 492 76 76

50,0 45 1 339 584 339 94 46 1 284 712 284 24 1362 512 512 166 166 2 569 569 83 83

54,5 60 1 386 648 386 125 49 1 325 819 325 24 1462 571 571 201 201 2 654 654 92 92

59,0 80 1 443 724 443 162 51 1 380 935 380 24 1542 642 642 245 245 2 752 752 108 108

63,5 100 1 500 802 500 198 53 1 430 1064 430 24 1622 714 714 287 287 2 855 855 120 120

68,0 115 1 550 873 550 228 57 1 460 1205 460 24 1742 778 778 322 322 2 955 955 120 120

962--4--027397--1E

B

544 mm

8 m

1

D

A

C

8m

2

wheel =ø 400 mm

544 mm

1600 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,5 0 1 202 331 202 73 34 1 187 250 187 124 872 293 293 111 111 2 231 231 143 143

14,0 0 1 207 346 207 68 35 1 192 278 192 105 922 305 305 108 108 2 253 253 131 131

18,5 0 1 211 361 211 61 37 1 196 310 196 82 962 317 317 105 105 2 277 277 116 116

23,0 0 1 216 378 216 54 39 1 201 347 201 54 1032 330 330 101 101 2 304 304 97 97

27,5 5 1 199 396 199 24 40 1 204 389 204 24 1102 344 344 97 97 2 334 334 76 76

32,0 10 1 237 427 237 48 42 1 199 467 199 24 1162 371 371 103 103 2 379 379 66 66

36,5 25 1 279 484 279 75 44 1 241 552 241 24 1232 424 424 135 135 2 451 451 78 78

41,0 40 1 321 543 321 100 45 1 279 644 279 24 1292 478 478 165 165 2 526 526 87 87

45,5 55 1 363 603 363 124 47 1 313 744 313 24 1362 533 533 194 194 2 603 603 94 94

50,0 70 1 406 665 406 146 49 1 343 852 343 24 1422 589 589 222 222 2 683 683 98 98

54,5 85 1 453 731 453 174 51 1 380 965 380 24 1522 650 650 256 256 2 770 770 105 105

59,0 105 1 510 810 510 209 54 1 432 1089 432 24 1602 722 722 297 297 2 871 871 118 118

63,5 125 1 567 891 567 243 56 1 478 1226 478 24 1692 796 796 338 338 2 977 977 127 127

962--4--027397--2E

B

544 mm

8 m

1

D

A

C

8m

2

wheel =ø 400 mm

544 mm

1600 mm

Jib

posi

tion

Cen

terb

alla

sts

Hor

izon

tal

Hor

izon

tal

Tow

erhe

ight

Jib

posi

tion

forc

e

forc

e






Cornerloads


Cornerloads

[m] [t]A

[kN]B

[kN]C

[kN]D

[kN] [kN]A

[kN]B

[kN]C

[kN]D

[kN] [kN]

9,5 0 1 193 350 193 37 35 1 194 270 194 119 902 304 304 83 83 2 248 248 141 141

14,0 0 1 198 365 198 31 37 1 199 301 199 97 952 316 316 80 80 2 271 271 127 127

18,5 0 1 202 382 202 24 39 1 203 334 203 73 992 329 329 76 76 2 296 296 111 111

23,0 0 1 199 407 199 24 40 1 208 373 208 43 1062 342 342 72 72 2 324 324 91 91

27,5 5 1 194 434 194 24 42 1 199 429 199 24 1132 356 356 67 67 2 355 355 70 70

32,0 15 1 239 463 239 24 44 1 217 510 217 24 1192 396 396 86 86 2 414 414 71 71

36,5 30 1 283 519 283 48 45 1 257 598 257 24 1262 450 450 117 117 2 487 487 81 81

41,0 45 1 325 578 325 73 47 1 293 694 293 24 1322 504 504 147 147 2 563 563 90 90

45,5 60 1 367 639 367 96 49 1 326 797 326 24 1392 559 559 175 175 2 641 641 95 95

50,0 75 1 414 704 414 125 51 1 365 907 365 24 1492 619 619 209 209 2 727 727 103 103

54,5 90 1 459 770 459 148 54 1 394 1027 394 24 1572 679 679 239 239 2 814 814 106 106

59,0 110 1 516 849 516 183 56 1 442 1159 442 24 1652 752 752 280 280 2 918 918 116 116

63,5 135 1 586 944 586 228 58 1 510 1302 510 24 1742 839 839 333 333 2 1038 1038 135 135

962--4--027397--3E

B

544 mm

8 m

1

D

A

C

8m

2

wheel =ø 400 mm

544 mm

1600 mm

wolff 100 b crane data - streif.kiev.ua · 962--4--027266e wolff 100 b series crane data 2/22...

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