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2.1
Planingdiagram
8060.5
0
962
--3--023071E
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empty
lengthofjib[m]
loadcapacity[t]
10 x 3,4 t
to tower
37,0
10 x 3,4 t
to tower
37,0
9 x 3,4 t
to tower
33,6
empty
8 x 3,4 t
to tower
30,2
10 x 3,4 t
to tower
37,0
empty
9 x 3,4 t
to tower
33,6
10 x 3,4 t
to tower
37,0
9 x 3,4 t
to tower
33,6
empty
empty
8 x 3,4 t
to tower
30,2
3,0t 3,0t 3,0t 3,0t
3,0t3,0t3,0t3,0t
3,0t
8 x 3,4 t
to tower
30,2
3,0t
empty
empty
empty
empty
962--4--022881E
WOLFF 8060.50 Series Crane data
2 / 15
2.2.1.1 Load capacity tableradius [m] 30 35 40 45 50 55 60 65 70 75 80
80 5,0-- 23,4 19,1 16,1 13,9 12,1 10,7 9,6 8,6 7,8 7,1 6,5 6,0
75 5,0-- 24,2 19,8 16,7 14,4 12,6 11,3 9,9 9,0 8,1 7,4 6,8
70 5,0-- 24,9 20,4 17,3 14,9 13,0 11,5 10,3 9,3 8,4 7,7
65 5,0-- 25,8 21,2 17,9 15,5 13,5 12,0 10,7 9,7 8,8
60 5,0-- 26,5 21,9 18,5 15,9 14,0 12,4 11,1 10,0
55 5,0--26,9 25,0 22,3 18,8 16,2 14,2 12,6 11,3
50 5,0-- 27,6 22,9 19,4 16,7 14,7 13,0
45 5,0-- 28,2 23,4 19,8 17,1 15,0
40 5,0-- 28,8 24,0 20,3 17,5
30 5,0--30,0 25,0
The load capacities refer to a hook path of 40,5 m. With greater hook paths the safe working load willbe minimized by the additional weight of the hoisting cable (with 2 fall operation = 5,626 kg per meterhook path).
Arrangement of counterweights with hoisting winch Hw 25110 FU26,7 m counterjib
80 m jib 75 m jib 70 m Ausleger 65 m jib 60 m jib
total weight [t]
21,7 m counterjib
55 m jib 50 m jib 45 m jib 40 m jib
total weight [t]
16,7 m counterjib
30 m jib
total weight [t]
empty
empty
lengthofjib[m]
loadcapacity[t]
10 x 3,4 t
to tower
37,0
10 x 3,4 t
to tower
37,0
empty
9 x 3,4 t
to tower
33,6
empty
empty
8 x 3,4 t
to tower
30,2
10 x 3,4 t
to tower
37,0
empty
9 x 3,4 t
to tower
33,6
10 x 3,4 t
to tower
37,0
9 x 3,4 t
to tower
33,6
empty
empty
8 x 3,4 t
to tower
30,2
3,0t 3,0t 3,0t 3,0t
3,0t3,0t3,0t3,0t
3,0t
empty
8 x 3,4 t
to tower
30,2
3,0t
962--4--022882E
WOLFF 8060.50 CCplus Crane data
2 / 16
2.2.1.2
Load capacity tableradius [m] 30 35 40 45 50 55 60 65 70 75 80
80 5,0-- 26,4 21,8 18,4 15,9 13,9 12,3 11,0 1 0,0 9,0 8,3 7,6 7,0
75 5,0-- 27,2 22,5 19,0 16,4 14,4 12,8 11,4 1 0,3 9,4 8,6 7,9
70 5,0-- 27,8 23,0 19,5 16,8 14,7 13,1 11,7 10,6 9,6 8,8
65 5,0-- 28,4 23,6 20,0 17,2 15,1 13,4 12,0 10,9 9,9
60 5,0-- 28,9 24,1 20,4 17,6 15,4 13,7 12,3 11,1
55 5,0--29,2 25,0 24,3 20,5 17,7 15,6 13,8 12,4
50 5,0-- 29,7 24,7 20,9 18,1 15,8 14,1
45 5,0-- 30,3 25,0 21,4 18,5 16,2
40 5,0-- 30,9 25,0 21,9 18,9
30 5,0--30,0 25,0
The load capacities refer to a hook path of 40,5 m. With greater hook paths the safe working load willbe minimized by the additional weight of the hoisting cable (with 2 fall operation = 5,626 kg per meterhook path).
Arrangement of counterweights with hoisting winch Hw 25110 FU26,7 m counterjib
80 m jib 75 m jib 70 m jib 65 m jib 60 m jib
total weight [t]
21,7 m counterjib
55 m jib 50 m jib 45 m jib 40 m jib
total weight [t]
16,7 m counterjib
30 m jib
total weight [t]
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empty
l
engthofjib[m]
loadcapacity[t]
10 x 3,4 t
to tower
37,0
10 x 3,4 t
to tower
37,0
9 x 3,4 t
to tower
33,6
empty
8 x 3,4 t
to tower
30,2
10 x 3,4 t
to tower
37,0
empty
9 x 3,4 t
to tower
33,6
10 x 3,4 t
to tower
37,0
9 x 3,4 t
to tower
33,6
empty
empty
8 x 3,4 t
to tower
30,2
3,0t 3,0t 3,0t 3,0t
3,0t3,0t3,0t3,0t
3,0t
8 x 3,4 t
to tower
30,2
3,0t
empty
empty
empty
empty
962--4--022883E
WOLFF 8060.50 Series Crane data
2 / 17
2.2.1.3 Load capacity tableradius [m] 30 35 40 45 50 55 60 65 70 75 80
80 3,9-- 11,6 17,1 14,1 11,9 10,2 8,8 7,6 6,7 5,9 5,2 4,6 4,2
75 3,9-- 12,0 17,8 14,7 12,4 10,6 9,2 8,0 7,0 6,2 5,5 5,0
70 3,9-- 12,3 18,4 15,2 12,9 11,0 9,5 8,3 7,3 6,5 5,9
65 3,9-- 12,9 19,3 16,0 13,6 11,7 10,1 8,9 7,8 7,1
60 3,9-- 13,2 19,9 16,5 14,0 12,0 10,5 9 ,2 8,3
55 3,9--13,4 50,0 20,2 16,8 14,3 12,3 10,7 9,6
50 3,9-- 13,8 21,0 17,4 14,8 12,7 11,4
45 3,9-- 14,1 21,5 17,9 15,2 13,5
40 3,9-- 14,4 22,0 18,4 16,1
30 3,9--15,2 24,5
The load capacities refer to a hook path of 40,5 m. With greater hook paths the safe working load willbe minimized by the additional weight of the hoisting cable (with 2 fall operation = 11,252 kg per meterhook path).Attention!In operation with 4 falls the maximum radius is decreased about 1 meter.
Arrangement of counterweights with hoisting winch Hw 25110 FU26,7 m counterjib
80 m jib 75 m jib 70 m Ausleger 65 m jib 60 m jib
total weight [t]
21,7 m counterjib
55 m jib 50 m jib 45 m jib 40 m jib
total weight [t]
16,7 m counterjib
30 m jib
total weight [t]
empty
empty
l
engthofjib[m]
loadcapacity[t]
10 x 3,4 t
to tower
37,0
10 x 3,4 t
to tower
37,0
empty
9 x 3,4 t
to tower
33,6
empty
empty
8 x 3,4 t
to tower
30,2
10 x 3,4 t
to tower
37,0
empty
9 x 3,4 t
to tower
33,6
10 x 3,4 t
to tower
37,0
9 x 3,4 t
to tower
33,6
empty
empty
8 x 3,4 t
to tower
30,2
3,0t 3,0t 3,0t 3,0t
3,0t3,0t3,0t3,0t
3,0t
empty
8 x 3,4 t
to tower
30,2
3,0t
962--4--022884E
WOLFF 8060.50 CCplus Crane data
2 / 18
2.2.1.4 Load capacity tableradius [m] 30 35 40 45 50 55 60 65 70 75 80
80 3,9-- 13,1 19,7 16,4 13,9 11,9 10,4 9,1 8,0 7,1 6,3 5,7 5,2
75 3,9-- 13,5 20,5 17,0 14,4 12,4 10,8 9,5 8,4 7,5 6,7 6,1
70 3,9-- 13,7 20,9 17,4 14,8 12,7 11,1 9,7 8,6 7,7 7,0
65 3,9-- 14,2 21,7 18,1 15,3 13,2 11,5 10,1 9,0 8,2
60 3,9-- 14,4 22,1 18,4 15,6 13,5 11,8 10,4 9,4
55 3,9--14,5 50,0 22,2 18,5 15,7 13,6 11,9 10,7
50 3,9-- 14,8 22,8 19,0 16,1 13,9 12,5
45 3,9-- 15,1 23,3 19,4 16,5 14,7
40 3,9-- 15,4 23,9 19,9 17,5
30 3,9--16,2 26,4
The load capacities refer to a hook path of 40,5 m. With greater hook paths the safe working load willbe minimized by the additional weight of the hoisting cable (with 2 fall operation = 11,252 kg per meterhook path).Attention!In operation with 4 falls the maximum radius is decreased about 1 meter.
Arrangement of counterweights with hoisting winch Hw 25110 FU26,7 m counterjib
80 m jib 75 m jib 70 m jib 65 m jib 60 m jib
total weight [t]
21,7 m counterjib
55 m jib 50 m jib 45 m jib 40 m jib
total weight [t]
16,7 m counterjib
30 m jib
total weight [t]
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loadcapacity[t]
6,04,0
2,00
21 40 60 80 100 120 151140 180 200 220 240
10,0
12,0
25,0
0,75
40 60 80 98
25,0
lo
adcapacity[t]
14,016,0
18,020,0
4,8
57
12,5
0
stepless acceleration
stepless acceleration
8,0
22,024,0
2,8
20
962--4--031509E
WOLFF 8060.50 Crane data
2 / 20
2.2.2.1 Operational speeds 380 V -- 460 V, 50/60 Hz
drive operational speeds max. lift output totalload capacity output
[model] [m] [kW] [kVA]
Hw25110FU hoisting 400 110
operational speeds [m/min](referred to the 7. layer on the drum)) 131
total--
output
Kw traversing 18,0 for asimultaneity
factor of
0,7
operational speeds [m/min]
Dw slewing 0,75 min--1 2 x 7,5
operational speeds [min--1]
loadcapacity[t]
12,08,0
4,00
11 40 60 80 100 12075 140 180 200 220 240
20,0
24,0
50,0
0,75
40 60 84
50,0
lo
adcapacity[t]
28,032,0
36,040,0
9,6
26,4
25,0
0
stepless acceleration
stepless acceleration
16,0
44,048,0
5,0
20
20 160
962--4--031510E
WOLFF 8060.50 Crane data
2 / 21
2.2.2.2 Operational speeds 380 V -- 460 V, 50/60 Hz
drive operational speeds max. lift output totalload capacity output
[model] [m] [kW] [kVA]
Hw25110FU hoisting 200 110
operational speeds [m/min](referred to the 7. layer on the drum)) 131
total--
output
Kw traversing 18,0 for asimultaneity
factor of
0,7
operational speeds [m/min]
Dw slewing 0,75 min--1 2 x 7,5
operational speeds [min--1]
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5,0 m
42,0m
hookheight
tower
elements
heightof
tower[m]
15,9m
foundation anchortype AKZ 140
46,5m
hookheight
foundation anchortype AKZ 156
51,0m
hookheight
foundation anchortype FS 156
962--4--031515E
WOLFF 8060.50 CCplus and series Crane data
2 / 35
2.2.7.1 Tower configuration
for a free standing stationary crane without climbing device on a concrete foundation
Slewing part:
1 4,5 TV 25 TV 25 TV 25
2 9,0 TV 25 TV 25 TV 25
3 13,5 TV 25 TV 25 TV 25
4 18,0 TV 25 TV 25 TV 25
5 22,5 TV 25 TV 25 TV 25
6 27,0 TV 25 TV 25 TV 25
7 31,5 TV 25 TV 25 TV 25
8 36,0 TV 25 TV 25 TV 25
9 40,5 TV 25 UVA 25 UVA 25
10 45,0 UV 25 UV 25
11 49,5 UV 25 S
12 54,0
13 58,5
14 63,0
15 67,5
16 72,0
17 76,5
18 81,0
For data regarding foundation anchors 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.
tower
elements
heightof
tower[m]
74,2m
hookheight
5,0 m15,9m
962--4--031516E
WOLFF 8060.50 CCplus and series Crane data
2 / 36
2.2.7.2 Tower configuration
for a free standing stationary crane without climbing device on a concrete foundation
Slewing part:
1 4,5 TV 25
2 9,0 TV 25
3 13,5 TV 25
4 18,0 TV 25
5 22,5 TV 25
6 27,0 U VA 25
7 31,5 UV 258 32,7 VR 25299 37,2 UV 29
10 41,7 UV 29
11 46,2 UV 29
12 50,7 UV 29
13 55,2 UV 29
14 59,7 UV 29
15 64,2 BT 29
16 74,2
For data regarding foundation anchors 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.
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5,0 m
tower
elements
heightof
tower[m]
15,9m
32,7m
hookheigh
t
1,2 m KR 1000 -- 8
connectionTV25/UVA25/UV25
962--4--031517E
WOLFF 8060.50 CCplus and series Crane data
2 / 37
2.2.8.1 Tower configuration
for a free standing stationary crane without climbing device on a cross frame.
Slewing part:
1 4,5 TV 25
2 9,0 TV 25
3 13,5 TV 25
4 18,0 TV 25
5 22,5 TV 25
6 27,0 TV 25
7 31,5 TV 25
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 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.
tower
elements
heightof
tower[m]
76,0m
hookheight
5,0 m15,9m
1,8 m
KR 16 -- 80/100(10 m x 10 m)connection
TV 25 / UV 25 / UV 25 S / BT 29
962--4--031518E
WOLFF 8060.50 CCplus and series Crane data
2 / 38
2.2.8.2 Tower configuration
for a free standing stationary crane without climbing device on a cross frame.
Slewing part:
1 4,5 TV 25
2 9,0 TV 25
3 13,5 TV 25
4 18,0 TV 25
5 22,5 TV 25
6 27,0 U VA 25
7 31,5 UV 25
8 32,7 VR 2529
9 37,2 UV 29
10 41,7 UV 29
11 46,2 UV 29
12 50,7 UV 29
13 55,2 UV 29
14 59,7 UV 29
15 64,2 BT 29
16 74,2
For data regarding cross frames see section 12.
The tower configurations are recommended for economic crane installation and may be used in any
case.Tower configurations with other tower elements are possible, but must be checked and confirmed byus in every individual case and before crane installation starts.
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5,0 m
tower
elements
heightof
tower[m]
15,9m
40,0m
hookheight
4,0 m
KRE 480
962--4--031520E
WOLFF 8060.50 CCplus and series Crane data
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2.2.9.1 Tower configuration
for a free standing stationary crane without climbing device on a cross frame element.
Slewing part:
1 4,5 TV 25
2 9,0 TV 25
3 13,5 TV 25
4 18,0 TV 25
5 22,5 TV 25
6 27,0 TV 25
7 31,5 TV 25
8 36,0 UVA 25
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.
5,0 m1,5 m
tower
elements
heightof
tower[m]
15,9m
36,5m
hookheight
5,0 m
UW 480
962--4--031521E
WOLFF 8060.50 CCplus and series Crane data
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2.2.10.1 Tower configuration
for a tower crane with undercarriage
Slewing part:
1 4,5 TV 25
2 9,0 TV 25
3 13,5 TV 25
4 18,0 TV 25
5 22,5 TV 25
6 27,0 TV 25
7 31,5 UVA 25
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 undercarriages 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.
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weight
volume
Pos.
1dismantled
L B
H
L B
H
H
L
H
B
BL
L
H
B
L B
H
H
BL
H
BL
962--4--028945E
WOLFF 8060 Crane data
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2.3.1 Colli list
Item pcs. Designation Colli L
(m)
B
(m)
H
(m) (kg) (m3)
1 1
tower top completewith platforms attower top, laddersand different bracingbrackets, withoutplatform at slewingframe
15,88 2,99 2,57 19840 122,4
tower top completewithout bracingbrackets, platformsor ladders
15,88 2,57 2,57 18550 104,9
upper part of towertop without plat-forms, ladders orbracing brackets
10,52 2,10 2,20 4280 48,6
lower part of towertop with slewingframe, DV, slewing
drives, slip ring sy-stem and adapter;without platform atslewing frame
6,81 2,57 2,57 14270 51,5
lower part of towertop with slewingframe, DV, slewingdrives, slip ring sy-stem without adap-teror platformat sle-wing frame
3,50 2,30 2,50 9730 20,1
2 1 platform
slewing frame
1,84 0,77 0,99 110 1,4
3 1 driver s cabinwith drivers cabinsuspension
2,88 2,15 2,45 1100 14,8
drivers cabinsuspension 1,03 1,85 0,91 170 1,7
Loose and small parts can be distributed depending on the available space.
weight
volume
L B
H
L B
H
H
H
H
L
H
BL
B
L B
L B
L
H
B
L
H
B
H
L B
L B
H
962--4--028946E
WOLFF 8060 Crane data
2 / 49
2.3.2 Colli list
Item pcs. designation colli L
(m)
B
(m)
H
(m) (kg) (m3)
4 1
counterjib26,7 mfoldedwithout platforms
16,60 2,10 1,50 7700 52,3
counterjib26,7 munfoldedwithout platforms
25,12 2,10 0,75 7700 39,6
counterjib21,7 mfoldedwithout platforms
11,60 2,10 1,50 6250 36,5
counterjib21,7 munfoldedwithout platforms
20,12 2,10 0,75 6250 31,7
counterjib16,7 mfolded
without platforms
11,60 2,10 1,50 4750 36,5
counterjib16,7 munfoldedwithout platforms
15,12 2,10 0,75 4750 23,8
5 1
1
1
1
platform1/460x2570
platform2/460x2560
platform3/460x2060
platform5/460x2078
2,61
2,56
2,06
2,11
0,62
0,62
0,62
0,62
0,52
0,52
0,52
0,52
81
74
63
70
0,8
0,8
0,7
0,7
6 2
1
platform4/310x2060
platform6/310x2065
2,06
2,07
0,47
0,47
0,52
0,52
48
70
0,5
0,5
7 1 machiner y plat for mHW 25110 FUwith hoisting rope( 24 mm x 225 m)
2,30 3,73 2,30 7290 19,7
8 1 disassembly crane 2,35 0,4 3,05 300 2,87
Loose and small parts can be distributed depending on the available space.
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weight
volume
L
L
L
L B
H
L
L
L B
H
L
L
L B
H
B
H
B
H
B
H
B
H
B
H
B
H
B
H
B
H
BH
L
BH
L
962--4--028947E
WOLFF 8060 Crane data
2 / 50
2.3.3 Colli list
Item pcs. designation colli L
(m)
B
(m)
H
(m) (kg) (m3)
9 1 jib part 1with trolley drive
10,25 2,06 2,43 5070 51,3
10 1 jib part 2 10,24 2,06 2,19 3460 46,2
11 1 jib part 3 10,30 2,06 2,18 2630 46,3
12 1 jib part 4 10,24 2,06 2,17 2240 45,8
13 1 jib part 5 10,26 2,06 2,17 1970 45,9
14 1 jib part 6 5,22 2,06 2 ,16 910 23,2
15 1 jib part 7 10,22 2,06 2,16 1600 45,5
16 1 jib part 8 10,22 2,06 2,13 1350 44,8
17 1 jib part 9 5,21 2,06 2 ,16 840 23,2
18 1 rope swivel traverse 1,55 1,98 0,50 310 1,5
19 1 bracing trestle 1 10,43 1,88 0,96 1040 18,8
20 1
bracing trestle 2with assemblytrestle
10,39 1,86 0 ,64 730 12,4
Loose and small parts can be distributed depending on the available space.
weight
volume
L
L BH
L
L
L BH
B
H
B
H
B
H
L B
H
L BH
L BH
L BH
L BH
L BH
L B H
L BH
L BH
L BH
L BH
962--4--028948E
WOLFF 8060 Crane data
2 / 51
2.3.4 Colli list
Item pcs. designation colli L
(m)
B
(m)
H
(m) (kg) (m3)
22 1trolley jib
bracing 1.10,70 0,09 0,24 68 0,02
23 1 bracing 1.2 2,18 0,07 0 ,28 153 0,04
24 1 bracing 1.3 0,62 0,05 0,24 50 0,01
25 1
(2x)
bracing 1.4 9,00 0,11 0 ,24 502 0,24
26 1 bracing 1.5 1,30 0,25 0 ,24 130 0,08
27 1 bracing 2.1 3,28 0,11 0 ,27 172 0,10
28 1(2x)
bracing 2.2 9,58 0,11 0 ,23 416 0,24
29 1 bracing 3.1 5,22 0,09 0 ,20 172 0,09
30 1 bracing 3.2 3,32 0,09 0 ,20 117 0,06
31 1 bracing 3.3 9,88 0,09 0 ,20 306 0,18
32 1 bracing 3.4 1,22 0,20 0,18 68 0,04
33 1
(3x)
bracing 4.1 9,46 0,09 0 ,19 213 0,16
34 1 bracing 4.2 2,70 0,09 0,19 78 0,05
35 1 bracing 4.3 7,84 0,09 0 ,19 185 0,13
36 1 bracing 5.1 4,82 0,09 0 ,19 120 0,08
37 1 bracing 5.2 4,95 0,09 0 ,19 123 0,08
Loose and small parts can be distributed depending on the available space.
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weight
volume
L B
H
L B
H
L B
H
L BH
L BH
L BH
L B
H
L B
H
L B
H
L B
H
L BH
962--4--03152E
WOLFF 8060.50 Crane data
2 / 52
2.3.5 Colli list
Item pcs. designation colli L
(m)
B
(m)
H
(m) (kg) (m3)
37 1 bracing 5.3 1,20 0,18 0,16 57 0,03
38 1 connection strap 1 1,19 0,13 0 ,50 208 0,15
39 1 connection strap 2 1,16 0,11 0 ,43 130 0,05
40 1 assembly platform 1,24 1,30 1,70 140 2,74
41 1 hoisting ropesupport
2,58 1,51 1,76 200 6,9
42 1
(2x)
Counterjib
bracing 19,56 0,07 0 ,21 295 0,14
43 1
(2x)
bracing 2 4,69 0,07 0 ,21 155 0,07
44 1
(2x)
bracing 3 4,31 0,07 0 ,21 145 0,06
45 1
(2x)
bracing 4 5,35 0,07 0 ,21 175 0,08
46 1 standard handrail(small parts)
2,55 1, 1 1,80 460 5,05
47 1 box
(small parts)
1,60 0,90 0 ,80 500 1,15
Loose and small parts can be distributed depending on the available space.
weight
volume
L B
H
L B
H
L B
H
L B
H
962--4--031523E
WOLFF 8060.50 Crane data
2 / 53
2.3.6 Colli list
Item pcs. designation colli L
(m)
B
(m)
H
(m) (kg) (m3)
48 1 trolley 2 LK 25 2,32 2,30 1,30 950 6,9
49 1 trolley 1 LK 25 2,00 2,30 1,30 960 6,0
50 1 half No. 2 of hook block
0,6 0,30 1,01 550 0,2
51 1 half No. 1 of hook blockwith traverseand load hook
2,44 0,60 0,80 750 1,2
Loose and small parts can be distributed depending on the available space.
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962--4--028955E
WOLFF 8060 Crane data
2 / 62
2.5.3 Assembly weights -- cross frame / cross frame element / undercarriage
Cross frame KR 1000 -- 8 (without optional parts) 14 050 kg(8,0 m x 8 m
-- 4 spigots AZ 140 M 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 AZS 156 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
Cross frame element KRE 480, complete 24 250 kg
-- base mast part 7 100 kg-- swivel arms with corner bearings 6 250 kg-- diagonal struts and ballast rest 9 260 kg-- as sembly plat form, ladder and small par ts 1 640 k g
Undercarriage UW 480, complete 34 000 kg
-- base mast part 7 100 kg-- swivel arms with c ross head and s ubframe 16 000 kg-- diagonal struts and ballast rest 9 260 kg-- as sembly plat form, ladder and small parts 1 640 kg
counterjib, complete
height under hookfor the mobile crane
4--fall hook attachment(6 m with shackle)
2--fall hook attachment(1 m with shackle)
trolley jib, completetower top, complete
undercarriage
tower element
crosshead
4--fall hook attachment(11 m with shackle)
!
962--4--028956E
WOLFF 8060 Crane data
2 / 63
2.5.4 Required hook height for the mobile crane
Danger!Use suspension ropes with sufficient capacity and observe suspension plans!
Required height under hook for the mobile crane=Height under hook of WOLFF tower crane + 18 m.
For data regarding the height under hook of WOLFF tower cranes see tower configurations.
If thecranewill be erectedon anothersubstructure, the required height under hook of the crane increa-ses by the stuctural dimension of the substructure.
Differences in ground ( mobile crane basis -- tower crane basis) must be considered for erection.
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middle of tower
Jib 80 m
1,68 m
1 2 3 5 7
2,1 m6,5 m
bracing brackets(11 m)
1,12 m 4 6
AA YXH7 H7 H7 H7 H5 H1 H6 H6
H4
H5
C 4 fall hook attachment
G = 30 890 kg
trolleys with hook block
6 8
rope swivel traverse 0,61 m
hoisting rope support
Detail X
Attention !
Connecting strap 1 must show tothe top and be bolted in the longhole.
long hole
Detail Y
Attention !
Connecting strap 2 must show tothe top and be bolted in the longhole.
long hole
!
!
962--4--031525E
WOLFF 8060.50 Crane data
2 / 68
2.6.3.1 Trolley jib -- suspension plan 80 m jib
Danger during disassembly!Loosenboltsat thepivotpointof thetrolley jib. Trolley jibmust bebalancedbeforeit islifted away. Theremustnt be any loose parts on the trolley jib.The parts of the jib are labeled with a building part identification at the top chord.
Lengths: trolley jib part 1/2/3/4/5/7/8 = 10,0 mtrolley jib part 6 = 5,0 mrope swivel traverse = 0,61 m
More details about suspensions A and C seeitem 2.6.3.10 / 2.6.3.11 andsupports H1 to H7 seeitem2.6.3.12.
Attention!
For assembly attach hook block with 2 sling ropes DIN 3088( 8 mm x 1 m with shackle) to thetrolley,reeve in assembly rope (Perlon rope 20 mm x 25 m) and secure at the trolley.
middle of tower
Jib 75 m
1,68 m
1 2 3 5 7
4,8 m 1,7 m
bracing brackets(11 m)
1,12 m 4 6
AA YX
H7 H7 H7 H7 H5 H1 H6
H4
H5
C4 fall hook attachment
G = 29 855 kg
hoisting rope supporttrolleys with hook block
8
rope swivel traverse 0,61 m
middle of tower Jib 70 m
1,68 m
1 2 3 5 7
3,4 m 3,3 m
bracing brackets(11 m)
1,12 m 4 6
AA YXH7 H7 H7 H7 H5 H1 H6
H4
H5
C4 fall hook attachment
G = 29 415 kg
hoisting rope supporttrolleys with hook block
6
rope swivel traverse 0,61 m
Detail X
Attention !
Connecting strap 1 must show tothe top and be bolted in the longhole.
long hole
Detail Y
Attention !
Connecting strap 2 must show tothe top and be bolted in the longhole.
long hole
!
!
962--4--031526E
WOLFF 8060.50 Crane data
2 / 69
2.6.3.2 Trolley jib -- suspension plan 75 m and 70 m jib
Danger during disassembly!Loosenboltsat thepivotpointof thetrolley jib. Trolley jibmust bebalancedbeforeit islifted away. Theremustnt be any loose parts on the trolley jib.The parts of the jib are labeled with a building part identification at the top chord.
Lengths: trolley jib part 1/2/3/4/5/7/8 = 10,0 mtrolley jib part 6 = 5,0 mrope swivel traverse = 0,61 m
More details about suspensions A and C seeitem 2.6.3.10 / 2.6.3.11 andsupports H1 to H7 seeitem2.6.3.12.
Attention!
For assembly attach hook block with 2 sling ropes DIN 3088( 8 mm x 1 m with shackle) to thetrolley,reeve in assembly rope (Perlon rope 20 mm x 25 m) and secure at the trolley.
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middle of towerJib 65 m
1,68 m
trolleys with hook block
1 2 3 5 6
3,4 m1,9 m
bracing brackets (11 m)
1,12 m
G = 28 380 kg
4 7
AA YXH7 H7 H7 H 7 H5 H1
H4
H5
hoisting rope support
C
4 fall hook attachment
middle of tower Jib 60 m
1,68 m
trolleys with hook block
1 2 3 5
5,9 m1,9 m
(11 m)
1,12 m
G = 27 470 kg
4 7
AAYX
H7 H7 H7 H7 H5 H1
H4
H5
hoisting rope support
C
4 fall hook attachment
rope swivel traverse 0,61 m
rope swivel traverse 0,61 m
Detail X
Attention !
Connecting strap 1 must show tothe top and be bolted in the longhole.
long hole
Detail Y
Attention !
Connecting strap 2 must show tothe top and be bolted in the longhole.
long hole
bracing brackets
!
!
962--4--031527E
WOLFF 8060.50 Crane data
2 / 70
2.6.3.3 Trolley jib -- suspension plan 60 m and 65 m jib
Danger during disassembly!Loosenboltsat thepivotpointof thetrolley jib. Trolley jibmust bebalancedbeforeit islifted away. Theremustnt be any loose parts on the trolley jib.The parts of the jib are labeled with a building part identification at the top chord.
Lengths: trolley jib part 1/2/3/4/5/7 = 10,0 mtrolley jib part 6 = 5,0 mrope swivel traverse = 0,61 m
More details about suspensions A and C seeitem 2.6.3.10 / 2.6.3.11 andsupports H1 to H7 seeitem2.6.3.12.
Attention!
For assembly attach hook block with 2 sling ropes DIN 3088( 8 mm x 1 m with shackle) to thetrolley,reeve in assembly rope (Perlon rope 20 mm x 25 m) and secure at the trolley.
middle of tower Jib 55 m
1,68 m
1 2 3 5
2,8 m4,4 m
bracing brackets (11 m)
1,12 m
G = 24 735 kg
4 6
A A YXH7 H 7 H 7 H7 H5 H1
C
4 fall hook attachment
middle of towerJib 50 m
1,68 m
1 2 3 5
2,1 m6,5 m
bracing brackets (11 m)
1,12 m
G = 23 825 kg
4
AAYX
H7 H7 H7 H 7 H5 H1H5
C
4 fall hook attachment
rope swivel traverse 0,61 m
trolleys with hook block rope swivel traverse 0,61 m
trolleys with hook block
H5
Detail X
Attention !
Connecting strap 1 must show tothe top and be bolted in the longhole.
long hole
Detail Y
Attention !
Connecting strap 2 must showdown and be bolted in the bore
bore
!
!
962--4--031528E
WOLFF 8060.50 Crane data
2 / 71
2.6.3.4 Trolley jib -- suspension plan 55 m and 50 m jib
Danger during disassembly!Loosenboltsat thepivotpointof thetrolley jib. Trolley jibmust bebalancedbeforeit islifted away. Theremustnt be any loose parts on the trolley jib.The parts of the jib are labeled with a building part identification at the top chord.
Lengths: trolley jib part 1/2/3/4/5 = 10,0 mtrolley jib part 6 = 5,0 mrope swivel traverse = 0,61 m
More details about suspensions A and C seeitem 2.6.3.10 / 2.6.3.11 andsupports H1 to H7 seeitem2.6.3.12.
Attention!
For assembly attach hook block with 2 sling ropes DIN 3088( 8 mm x 1 m with shackle) to thetrolley,reeve in assembly rope (Perlon rope 20 mm x 25 m) and secure at the trolley.
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middle of tower Jib 45 m
1,68 m
1 2 3
2,2 m3,0 m
bracing brackets (11 m)
1,12 m
G = 22 690 kg
4 9
A A YXH7 H7 H7 H7 H5 H1H5
C
4 fall hook attachment
middle of tower Jib 40 m
1,68 m
1 2 3
2,2 m5,8 m
brscing brackets (11 m)
1,12 m
G = 21 715 kg
4
AAX
H7 H7 H7 H7 H5 H1H5
C
4 fall hook attachment
rope swivel traverse 0,61 m
trolleys with hook block rope swivel traverse 0,61 m
trolleys with hook block
Detail X
Attention !
Connecting strap 1 must show tothe top and be bolted in the longhole.
long hole
Detail Y
Attention !
Connecting strap 2 must showdown and be bolted in the bore
bore
!
!
962--4--031529E
WOLFF 8060.50 Crane data
2 / 72
2.6.3.5 Trolley jib -- suspension plan 45 m and 40 m jib
Danger during disassembly!Loosenboltsat thepivotpointof thetrolley jib. Trolley jibmust bebalancedbeforeit islifted away. Theremustnt be any loose parts on the trolley jib.The parts of the jib are labeled with a building part identification at the top chord.
Lengths: trolley jib part 1/2/3/4 = 10,0 mtrolley jib part 6 = 5,0 mrope swivel traverse = 0,61 m
More details about suspensions A and C seeitem 2.6.3.10 / 2.6.3.11 andsupports H1 to H7 seeitem2.6.3.12.
Attention!
For assembly attach hook block with 2 sling ropes DIN 3088( 8 mm x 1 m with shackle) to thetrolley,reeve in assembly rope (Perlon rope 20 mm x 25 m) and secure at the trolley.
middle of tower Jib 30 m
1,68 m
1 2 3
7,5 m1,6 m
bracing brackets (11 m)
1,12 m
G = 16 725 kg
AAX
H7 H7 H7 H7
C
4 fall hook attachment
rope swivel traverse 0,61 m
Detail X
Attention !
Connecting strap 1 must showdown and be bolted in the bore
bore
trolleys with hook block
!
!
962--4--031530E
WOLFF 8060.50 Crane data
2 / 73
2.6.3.6 Trolley jib -- suspension plan 30 m jib
Danger during disassembly!Loosenboltsat thepivotpointof thetrolley jib. Trolley jibmust bebalancedbeforeit islifted away. Theremustnt be any loose parts on the trolley jib.The parts of the jib are labeled with a building part identification at the top chord.
Lengths: trolley jib part 1/2/3 = 10,0 mrope swivel traverse = 0,61 m
More details about suspensions A and C seeitem 2.6.3.10 / 2.6.3.11 andsupports H1 to H7 seeitem2.6.3.12.
Attention!
For assembly attach hook block with 2 sling ropes DIN 3088( 8 mm x 1 m with shackle) to thetrolley,reeve in assembly rope (Perlon rope 20 mm x 25 m) and secure at the trolley.
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+ 4%+ 2%
962--4--031542E
WOLFF 8060.50 Crane data
2 / 89
2.7.1 Hoisting rope for hoisting winch Hw 25110 FU
Cable = 24 mm
First equipment CASAR EUROLIFT --non twistingflexible hoisting ropewith compressed outer strandsand compressed cable core
with special packing material grip
nomi nal strength = 2160 N/ mm2
calc. breaking strength = 706,0 kNmin. breaking strength = 564,1 kNwei ght per meter = 2,843 kg
Design langs--lay rope, right handed,made from blank cable wire.
middle space factor = 0, 720middle spinning loss factor = 0,82middle weight factor = 0,87
total twist number = 280
Number of carryig wires in the outer strandsis to be judged by the state of wear according toDIN 15020 Bl. 2 / ISO DIS 4309
= 126
Attention! hoisting rope with special packing material grip
Basic equipment
cable 4 fallcable length 310 m for crane with: radius 80 m
hook path 42 m
By lengthening the hook path by 1 tower element (4,5 m) the necessary cable length increasesby 18 m for operation in 4 falls.
Attention!A wire cable is a complex machine element.
Conventional cable design frequently doesnt meet the requirements of modern rope drives, short ser-vice life is the result.
!
+ 4%+ 2%
962--4--028977E
WOLFF 8060 Crane data
2 / 90
2.7.2 Traversing rope
Cable = 12 mm design according to DIN 15 020kind of operation TWG 1 Am
First equipment CASAR TURBOPLAST --cable with 8 strandsmade out of compressedouter strands.
with special packing material grip
nom inal strength = 1960 N/mm2
calc. breaking strength = 148,3 kNmin. breaking strength = 124,9 kNwei ght per meter = 0,658 kg
Design ordinary--lay rope, right handed,surface of wires zinc coated.
middle space factor = 0,665middle spinning loss factor = 0,85middle weight factor = 0,87total twist number = 327
Number of carryig wires in the outer strandsis to be judged by the state of wear according toDIN 15020 Bl. 2 / ISO DIS 4309
= 208
Attention! short traversing rope with special packing material grip
Basic equipment
1 x 100 mcable lengths for crane with: radius 60 m -- 80 m
1 x 176 m
1 x 100 mcable lengths for crane with: radius 30 m -- 55 m
1 x 106 m
Attention!A wire cable is a complex machine element.
Conventional cable design frequently doesnt meet the requirements of modern rope drives. short ser-vice life is the result.
!
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Slap/floor opening
C
B
Hu
Ho
MC
M
2 x bD
V
T
T
T
T
H/4
H/4 H/4
H/4
b=2,8
3m
a = 2.81 m
V 3,1 m
A
D = 0,77 m
962--4--031547E
WOLFF 8060.50 Crane data
2 / 106
2.8.2.2 React ing f orces to bui lding for hydraul ic i nteri or cli mbing dri ve KSH 25
A = tower height
B = A -- C -- D
C = dictance betweenguide frames
Cmin = 12,0 mCmax = 15,5 m
Ho = + H
Hu = Ho -- H
T =
React ing f orces to bui lding ( kN) i n serviceA(m) 38,8 34,3
C(m) 12 13 14 15,5 12 13 14 15,5
V 1880 1848
Ho 615 565 525 475 585 540 500 455
Hu 550 500 460 410 525 480 440 390
T 115 115
Reacting forces to building (kN) out of service
A(m) 38,8 34,3
C(m) 12 13 14 15,5 12 13 14 15,5
V 1470 1438
Ho 525 485 450 405 450 415 385 350Hu 325 285 250 205 260 225 200 160
T
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H
M
V
962--4--031550E
WOLFF 8060.50 CCplus and series Static data
3 / 1
3.1.1 Fundamentbelastungen nach DIN
nclusive all dynamic factors, theory order II taken into account.
for a stationary tower crane on a concrete foundationaccording to tower configuration without climbing driveM = moment H = horizontal force V= vertical loadPermanent acting moment = 3410 kNm
Foundation loads Jib lenghts 30 -- 80 m
height under crane in service crane out of service assemblyhook torque moment 650 kNm
M H V M H V M H V
[m] [m] [kNm] [kN] [kN] [kNm] [kN] [kN] [kNm] [kN] [kN]
13,5 15,0 5830 50 1302 1750 114 1197 4750 25 519
18,0 19,5 6100 52 1334 2290 124 1229 4890 27 542
22,5 24,0 6400 55 1366 2890 134 1261 5030 30 573
27,0 28,5 6730 57 1398 3550 143 1293 5190 32 606
31,5 33,0 7090 59 1430 4260 153 1325 5370 34 637
36,0 37,5 7480 61 1462 5040 163 1357 5560 36 664
40,5 42,0 7900 64 1494 5890 173 1389 5770 39 701
45,0 46,5 8320 66 1534 6790 183 1429 6000 41 733
49,5 51,0 8800 68 1570 7770 193 1465 6240 43 765
Attention ! Tower configuration with basis tower element BT 29
51,7 53,2 9380 72 1624 7730 200 1506 6370 45 850
56,2 57,7 9900 74 1670 8800 212 1553 6620 47 895
60,7 62,2 10470 76 1716 9940 222 1599 6900 50 941
65,2 66,7 11080 79 1762 11160 232 1645 7190 53 988
69,7 71,2 11760 82 1809 12480 245 1692 7510 55 1034
74,2 75,7 12500 84 1855 13910 256 1738 7840 58 1080
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jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 5
3.2.1.1 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 1000 -- 8 Corner distance 8,0 m x 8,0 m Jib length 30 m
crane in servicetorque moment: 327 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
10,2 11,7 85,0 1 608 1065 608 152 53 1 483 696 483 271 62
2 931 931 286 286 2 634 634 333 333
14,7 16,2 85,0 1 616 1094 616 138 55 1 491 653 491 330 85
2 954 954 278 278 2 606 606 377 377
19,2 20,7 85,0 1 624 1126 624 122 57 1 499 629 499 370 92
2 979 979 269 269 2 591 591 408 408
23,7 25,2 85,0 1 632 1161 632 104 60 1 384 638 384 130 102
2 1006 1006 259 259 2 571 571 444 444
28,2 29,7 85,0 1 640 1198 640 83 62 1 392 657 392 126 111
2 1034 1034 246 246 2 580 580 204 204
32,7 34,2 85,0 1 648 1237 648 60 64 1 400 678 400 122 121
2 1065 1065 232 232 2 597 597 203 20337,2 38,7 85,0 1 656 1280 656 33 67 1 408 700 408 116 131
2 1097 1097 215 215 2 614 614 202 202
41,7 43,2 85,0 1 664 1327 664 2 69 1 416 723 416 109 141
2 1133 1133 196 196 2 633 633 199 199
962--4--031551E--1
8 m
1
D
A
C
8m
2B 300 x 300 mm
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 6
3.2.1.2 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 1000 -- 8 Corner distance 8,0 m x 8,0 m Jib length 40 m
crane in servicetorque moment: 490 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
10,2 11,7 85,0 1 608 1023 608 194 55 1 364 682 364 46 68
2 902 902 315 315 2 606 606 361 361
14,7 16,2 85,0 1 616 1053 616 180 57 1 372 699 372 45 93
2 925 925 308 308 2 603 603 141 141
19,2 20,7 85,0 1 624 1086 624 163 59 1 380 717 380 43 100
2 951 951 298 298 2 618 618 142 142
23,7 25,2 85,0 1 632 1120 632 145 61 1 388 736 388 40 110
2 977 977 288 288 2 634 634 142 142
28,2 29,7 85,0 1 640 1157 640 124 64 1 396 757 396 36 120
2 1006 1006 275 275 2 651 651 141 141
32,7 34,2 85,0 1 648 1197 648 100 66 1 404 779 404 30 130
2 1037 1037 260 260 2 669 669 140 14037,2 38,7 85,0 1 656 1240 656 73 68 1 412 802 412 23 140
2 1069 1069 244 244 2 688 688 137 137
41,7 43,2 85,0 1 664 1287 664 42 71 1 420 826 420 14 150
2 1104 1104 225 225 2 707 707 133 133
962--4--031551E--2
8 m
1
D
A
C
8m
2B 300 x 300 mm
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jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 7
3.2.1.3 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 1000 -- 8 Corner distance 8,0 m x 8,0 m Jib length 45 m
crane in servicetorque moment: 490 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
10,2 11,7 90,0 1 623 1057 623 190 55 1 377 695 377 58 69
2 930 930 317 317 2 602 602 152 152
14,7 16,2 90,0 1 631 1087 631 175 57 1 385 712 385 57 95
2 954 954 309 309 2 616 616 153 153
19,2 20,7 90,0 1 639 1120 639 159 59 1 393 730 393 55 102
2 979 979 300 300 2 631 631 154 154
23,7 25,2 90,0 1 647 1155 647 140 62 1 401 750 401 52 112
2 1006 1006 288 288 2 647 647 154 154
28,2 29,7 90,0 1 655 1193 655 118 64 1 409 770 409 47 121
2 1035 1035 276 276 2 664 664 153 153
32,7 34,2 90,0 1 663 1233 663 94 66 1 417 792 417 41 131
2 1066 1066 261 261 2 682 682 151 15137,2 38,7 90,0 1 671 1277 671 66 68 1 425 815 425 34 141
2 1099 1099 243 243 2 701 701 148 148
962--4--031551E--3
8 m
1
D
A
C
8m
2B 300 x 300 mm
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 8
3.2.1.4 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 1000 -- 8 Corner distance 8,0 m x 8,0 m Jib length 50 m
crane in servicetorque moment: 490 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
10,2 11,7 82,5 1 616 1035 616 196 55 1 358 677 358 39 70
2 912 912 319 319 2 583 583 133 133
14,7 16,2 82,5 1 624 1066 624 182 57 1 366 694 366 38 95
2 936 936 311 311 2 598 598 134 134
19,2 20,7 82,5 1 632 1099 632 165 60 1 374 712 374 36 103
2 962 962 302 302 2 613 613 135 135
23,7 25,2 82,5 1 640 1134 640 146 62 1 382 731 382 33 112
2 989 989 291 291 2 629 629 135 135
28,2 29,7 82,5 1 648 1171 648 124 64 1 390 752 390 28 122
2 1018 1018 278 278 2 646 646 134 134
32,7 34,2 82,5 1 656 1212 656 100 66 1 398 774 398 22 132
2 1049 1049 263 263 2 664 664 132 13237,2 38,7 82,5 1 664 1256 664 72 69 1 406 797 406 15 142
2 1082 1082 245 245 2 683 683 129 129
962--4--031551E--4
8 m
1
D
A
C
8m
2B 300 x 300 mm
-
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jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 9
3.2.1.5 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 1000 -- 8 Corner distance 8,0 m x 8,0 m Jib length 55 m
crane in servicetorque moment: 490 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
10,2 11,7 72,5 1 602 1002 602 201 55 1 333 652 333 14 71
2 885 885 318 318 2 559 559 107 107
14,7 16,2 72,5 1 610 1033 610 186 58 1 341 669 341 13 97
2 909 909 310 310 2 573 573 109 109
19,2 20,7 72,5 1 618 1066 618 169 60 1 349 688 349 10 104
2 934 934 301 301 2 588 588 110 110
23,7 25,2 72,5 1 626 1101 626 150 62 1 357 707 357 7 114
2 962 962 289 289 2 605 605 109 109
28,2 29,7 72,5 1 634 1139 634 129 64 1 365 728 365 2 124
2 991 991 276 276 2 624 624 215 215
32,7 34,2 72,5 1 642 1179 642 104 67 1 369 754 369 0 133
2 1022 1022 261 261 2 647 647 209 20937,2 38,7 72,5 1 650 1223 650 76 69 1 369 785 369 0 143
2 1055 1055 244 244 2 679 679 370 370
962--4--031551E--5
8 m
1
D
A
C
8m
2B 300 x 300 mm
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 10
3.2.1.6 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 1000 -- 8 Corner distance 8,0 m x 8,0 m Jib length 60 m
crane in servicetorque moment: 651 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
10,2 11,7 70,0 1 589 977 589 201 57 1 244 837 244 0 76
2 863 863 315 315 2 627 627 35 35
14,7 16,2 70,0 1 597 1008 597 186 59 1 250 857 250 0 104
2 887 887 306 306 2 642 642 36 36
19,2 20,7 70,0 1 605 1041 605 168 61 1 255 879 255 0 111
2 913 913 296 296 2 658 658 36 36
23,7 25,2 70,0 1 613 1077 613 149 64 1 258 904 258 0 121
2 941 941 285 285 2 675 675 35 35
28,2 29,7 70,0 1 621 1115 621 127 66 1 260 932 260 0 131
2 970 970 271 271 2 693 693 34 34
32,7 34,2 70,0 1 629 1156 629 102 68 1 261 963 261 0 140
2 1001 1001 256 256 2 712 712 31 3137,2 38,7 70,0 1 637 1200 637 74 70 1 260 997 260 0 150
2 1035 1035 239 239 2 732 732 27 27
962--4--031551E--6
8 m
1
D
A
C
8m
2B 300 x 300 mm
WOLFF 8060 50 CC l d i St ti d t WOLFF 8060 50 CC l d i St ti d t
-
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28/49
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 11
3.2.1.7 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 1000 -- 8 Corner distance 8,0 m x 8,0 m Jib length 65 m
crane in servicetorque moment: 651 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
10,2 11,7 65,0 1 587 959 587 216 57 1 219 837 219 0 77
2 850 850 325 325 2 615 615 23 23
14,7 16,2 65,0 1 595 990 595 201 59 1 225 858 225 0 105
2 875 875 316 316 2 630 630 23 23
19,2 20,7 65,0 1 603 1024 603 183 62 1 229 880 229 0 112
2 901 901 306 306 2 646 646 23 23
23,7 25,2 65,0 1 611 1059 611 164 64 1 232 906 232 0 122
2 928 928 295 295 2 663 663 22 22
28,2 29,7 67,5 1 626 1104 626 148 66 1 247 934 247 0 132
2 964 964 288 288 2 687 687 27 27
32,7 34,2 67,5 1 634 1145 634 123 68 1 247 965 247 0 142
2 995 995 272 272 2 707 707 150 15037,2 38,7 70,0 1 648 1195 648 101 71 1 259 999 259 0 152
2 1035 1035 261 261 2 738 738 147 147
962--4--031551E--7
8 m
1
D
A
C
8m
2B 300 x 300 mm
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 12
3.2.1.8 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 1000 -- 8 Corner distance 8,0 m x 8,0 m Jib length 70 m
crane in servicetorque moment: 651 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
10,2 11,7 70,0 1 602 1013 602 192 58 1 243 838 243 0 78
2 893 893 312 312 2 652 652 143 143
14,7 16,2 70,0 1 610 1045 610 176 60 1 249 859 249 0 106
2 918 918 303 303 2 671 671 139 139
19,2 20,7 70,0 1 618 1079 618 158 62 1 254 882 254 0 113
2 944 944 293 293 2 692 692 134 134
23,7 25,2 70,0 1 626 1115 626 138 64 1 257 907 257 0 123
2 972 972 281 281 2 714 714 129 129
28,2 29,7 70,0 1 634 1154 634 115 67 1 259 936 259 0 133
2 1002 1002 267 267 2 737 737 122 122
32,7 34,2 70,0 1 642 1196 642 89 69 1 259 967 259 0 143
2 1034 1034 251 251 2 761 761 114 114
962--4--031551E--8
8 m
1
D
A
C
8m
2B 300 x 300 mm
WOLFF 8060 50 CCplus and series Static data WOLFF 8060 50 CCplus and series Static data
-
7/29/2019 8060_50_ti
29/49
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 13
3.2.1.9 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 1000 -- 8 Corner distance 8,0 m x 8,0 m Jib length 75 m
crane in servicetorque moment: 651 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
10,2 11,7 65,0 1 600 967 600 232 58 1 218 839 218 0 79
2 860 860 340 340 2 663 663 109 109
14,7 16,2 65,0 1 608 999 608 216 60 1 224 859 224 0 107
2 884 884 331 331 2 682 682 105 105
19,2 20,7 65,0 1 616 1032 616 199 62 1 228 883 228 0 114
2 910 910 321 321 2 703 703 100 100
23,7 25,2 65,0 1 624 1068 624 179 64 1 231 909 231 0 124
2 938 938 309 309 2 725 725 94 94
28,2 29,7 67,5 1 638 1113 638 163 67 1 245 937 245 0 134
2 974 974 302 302 2 755 755 94 94
32,7 34,2 70,0 1 652 1161 652 143 69 1 386 981 386 0 144
2 1012 1012 292 292 2 785 785 92 92
962--4--031551E--9
8 m
1
D
A
C
8m
2B 300 x 300 mm
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 14
3.2.1.10 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 1000 -- 8 Corner distance 8,0 m x 8,0 m Jib length 80 m
crane in servicetorque moment: 651 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
10,2 11,7 65,0 1 602 1017 602 187 58 1 318 917 318 0 80
2 896 896 308 308 2 713 713 64 64
14,7 16,2 65,0 1 610 1049 610 171 60 1 317 951 317 0 109
2 921 921 299 299 2 733 733 60 60
19,2 20,7 65,0 1 618 1084 618 153 63 1 314 988 314 0 116
2 947 947 289 289 2 754 754 55 55
23,7 25,2 67,5 1 632 1127 632 138 65 1 323 1029 323 0 126
2 982 982 283 283 2 782 782 55 55
28,2 29,7 67,5 1 640 1166 640 115 67 1 317 1073 317 0 135
2 1012 1012 269 269 2 806 806 47 47
32,7 34,2 70,0 1 655 1215 655 94 69 1 321 1120 321 0 145
2 1051 1051 258 258 2 837 837 45 45
962--4--031551E--10
8 m
1
D
A
C
8m
2B 300 x 300 mm
WOLFF 8060 50 CCplus and series Static data WOLFF 8060 50 CCplus and series Static data
-
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30/49
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 15
3.2.2.1 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 80 Corner distance 8,0 m x 8,0 m Jib length 30 m
crane in servicetorque moment: 327 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 70 1 644 1355 644 0 75 1 412 726 412 98 151
2 1140 1140 181 181 2 642 642 429 429
49,0 50,5 75 1 654 1431 654 0 77 1 560 777 560 342 161
2 1191 1191 179 179 2 713 713 406 406
53,5 55,0 75 1 636 1513 636 0 80 1 571 863 571 280 174
2 1232 1232 161 161 2 778 778 365 365
58,0 59,5 80 1 640 1602 640 0 82 1 595 966 595 225 185
2 1287 1287 154 154 2 857 857 334 334
62,5 64,0 95 1 690 1698 690 0 85 1 644 1099 645 190 196
2 1370 1370 169 169 2 966 966 323 323
67,0 68,5 115 1 761 1802 761 0 87 1 706 1251 706 161 207
2 1468 1468 194 194 2 1092 1092 321 32171,5 73,0 135 1 828 1916 828 0 90 1 768 1410 768 125 218
2 1570 1570 215 215 2 1222 1222 313 313
76,0 77,5 160 1 914 2039 914 0 92 1 842 1589 842 94 229
2 1688 1688 246 246 2 1370 1370 313 313
962--4--031552E--1
8 m
1
D
A
C
8m
2B 550 x 550 mm
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 16
3.2.2.2 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 80 Corner distance 8,0 m x 8,0 m Jib length 35 m
crane in servicetorque moment: 490 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 60 1 634 1275 634 0 76 1 370 826 370 0 159
2 1087 1087 185 185 2 684 684 99 99
49,0 50,5 60 1 619 1351 620 0 79 1 375 862 376 0 170
2 1125 1125 170 170 2 730 730 315 315
53,5 55,0 70 1 652 1433 652 0 81 1 559 931 559 187 182
2 1191 1191 177 177 2 822 822 296 296
58,0 59,5 85 1 706 1521 706 0 84 1 608 1063 608 153 193
2 1271 1271 195 195 2 929 929 286 286
62,5 64,0 100 1 756 1617 756 0 87 1 657 1201 657 113 204
2 1354 1354 210 210 2 1041 1041 273 273
67,0 68,5 120 1 827 1720 827 0 89 1 719 1358 719 79 216
2 1452 1452 235 235 2 1171 1171 267 26771,5 73,0 140 1 894 1833 894 0 92 1 780 1522 780 38 227
2 1553 1553 257 257 2 1305 1305 256 256
76,0 77,5 165 1 979 1957 979 1 94 1 854 1706 854 2 238
2 1671 1671 288 288 2 1457 1457 252 252
962--4--031552E--2
8 m
1
D
A
C
8m
2B 550 x 550 mm
WOLFF 8060 50 CCplus and series Static data WOLFF 8060 50 CCplus and series Static data
-
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31/49
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 17
3.2.2.3 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 80 Corner distance 8,0 m x 8,0 m Jib length 45 m
crane in servicetorque moment: 490 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 65 1 642 1319 642 0 77 1 394 829 394 0 161
2 1117 1117 184 184 2 724 724 327 327
49,0 50,5 65 1 626 1396 627 0 79 1 537 890 537 184 171
2 1156 1156 168 168 2 787 787 288 288
53,5 55,0 70 1 633 1480 633 0 82 1 561 994 561 128 184
2 1210 1210 163 163 2 867 867 255 255
58,0 59,5 70 1 611 1570 611 0 84 1 573 1090 573 56 195
2 1253 1253 143 143 2 939 939 207 207
62,5 64,0 85 1 661 1667 661 0 87 1 622 1230 622 14 206
2 1336 1336 158 158 2 1052 1052 192 192
67,0 68,5 105 1 731 1772 731 0 89 1 663 1409 663 0 217
2 1435 1435 182 182 2 1182 1182 185 18571,5 73,0 125 1 797 1887 797 0 92 1 681 1618 682 0 228
2 1537 1537 203 203 2 1317 1317 173 173
76,0 77,5 150 1 883 2012 883 0 95 1 717 1843 717 0 239
2 1656 1656 233 233 2 1471 1471 168 168
962--4--031552E--3
8 m
1
D
A
C
8m
2
B550 x 550 mm
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 18
3.2.2.4 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 80 Corner distance 8,0 m x 8,0 m Jib length 50 m
crane in servicetorque moment: 490 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 55 1 628 1292 628 0 77 1 343 831 343 0 161
2 1094 1094 180 180 2 725 725 298 298
49,0 50,5 55 1 612 1370 612 0 79 1 523 898 523 149 172
2 1133 1133 164 164 2 788 788 258 258
53,5 55,0 60 1 619 1453 619 0 82 1 547 1003 548 92 184
2 1186 1186 159 159 2 870 870 225 225
58,0 59,5 60 1 597 1543 597 0 85 1 559 1100 559 18 196
2 1230 1230 138 138 2 941 941 177 177
62,5 64,0 80 1 671 1641 671 0 87 1 609 1264 610 0 207
2 1326 1326 165 165 2 1068 1068 174 174
67,0 68,5 100 1 741 1747 741 0 90 1 634 1461 634 0 218
2 1425 1425 189 189 2 1199 1199 166 16671,5 73,0 120 1 806 1863 807 0 92 1 651 1673 652 0 229
2 1527 1527 210 210 2 1335 1335 152 152
76,0 77,5 155 1 941 1989 942 0 95 1 736 1900 736 0 240
2 1671 1671 265 265 2 1515 1515 171 171
962--4--031552E--4
8 m
1
D
A
C
8m
2
B550 x 550 mm
WOLFF 8060.50 CCplus and series Static data WOLFF 8060.50 CCplus and series Static data
-
7/29/2019 8060_50_ti
32/49
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 19
3.2.2.5 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 80 Corner distance 8,0 m x 8,0 m Jib length 55 m
crane in servicetorque moment: 490 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 45 1 618 1254 618 0 77 1 292 833 292 0 163
2 1066 1066 179 179 2 724 724 271 271
49,0 50,5 45 1 602 1332 603 0 80 1 509 903 509 115 174
2 1105 1105 163 163 2 788 788 231 231
53,5 55,0 50 1 609 1416 609 0 82 1 533 1009 533 57 186
2 1159 1159 158 158 2 870 870 197 197
58,0 59,5 55 1 612 1506 612 0 85 1 553 1123 553 0 197
2 1215 1215 150 150 2 955 955 160 160
62,5 64,0 75 1 686 1604 686 0 87 1 584 1309 584 0 208
2 1311 1311 177 177 2 1082 1082 156 156
67,0 68,5 95 1 756 1711 756 0 90 1 607 1508 607 0 219
2 1410 1410 201 201 2 1214 1214 147 14771,5 73,0 125 1 871 1826 871 0 92 1 673 1723 673 0 230
2 1538 1538 246 246 2 1376 1376 158 158
76,0 77,5 160 1 991 1968 991 14 95 1 755 1954 755 0 241
2 1682 1682 300 300 2 1557 1557 175 175
962--4--031552E--5
8 m
1
D
A
C
8m
2
B550 x 550 mm
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
WOLFF 8060.50 CCplus and series Static data
3 / 20
3.2.2.6 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 80 Corner distance 8,0 m x 8,0 m Jib length 60 m
crane in servicetorque moment: 651 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 65 1 666 1284 666 49 79 1 294 1047 294 0 170
2 1103 1103 229 229 2 795 795 287 287
49,0 50,5 65 1 678 1334 678 21 81 1 297 1086 297 0 181
2 1142 1142 213 213 2 861 861 244 244
53,5 55,0 65 1 680 1397 680 0 84 1 299 1128 300 0 193
2 1183 1183 195 195 2 933 933 195 195
58,0 59,5 70 1 683 1487 683 0 86 1 566 1222 566 0 204
2 1239 1239 187 187 2 1020 1020 156 156
62,5 64,0 85 1 732 1586 732 0 89 1 568 1414 568 0 215
2 1323 1323 202 202 2 1137 1137 137 137
67,0 68,5 115 1 849 1695 849 3 91 1 638 1620 638 0 226
2 1447 1447 251 251 2 1297 1297 151 15171,5 73,0 145 1 935 1840 936 31 94 1 700 1842 700 0 237
2 1575 1575 296 296 2 1462 1462 159 159
76,0 77,5 180 1 1034 2002 1035 67 96 1 779 2080 779 0 248
2 1719 1719 351 351 2 1645 1645 174 174
962--4--031552E--6
8 m
1
D
A
C
8m
2
B550 x 550 mm
WOLFF 8060.50 CCplus and series Static data WOLFF 8060.50 CCplus and series Static data
-
7/29/2019 8060_50_ti
33/49
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
p
3 / 21
3.2.2.7 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 80 Corner distance 8,0 m x 8,0 m Jib length 65 m
crane in servicetorque moment: 651 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 65 1 677 1279 677 76 79 1 292 1050 293 0 171
2 1102 1102 252 252 2 818 818 286 286
49,0 50,5 65 1 689 1329 689 48 81 1 296 1089 296 0 182
2 1142 1142 236 236 2 885 885 243 243
53,5 55,0 65 1 700 1383 700 18 84 1 298 1131 298 0 194
2 1183 1183 218 218 2 957 957 194 194
58,0 59,5 70 1 721 1456 721 0 86 1 569 1260 570 0 205
2 1239 1239 210 210 2 1045 1045 154 154
62,5 64,0 85 1 770 1555 770 0 89 1 570 1454 570 0 216
2 1323 1323 224 224 2 1163 1163 134 134
67,0 68,5 115 1 860 1691 860 29 91 1 639 1663 639 0 227
2 1448 1448 273 273 2 1323 1323 147 14771,5 73,0 150 1 959 1848 959 70 94 1 725 1888 725 0 238
2 1588 1588 330 330 2 1502 1502 167 167
76,0 77,5 185 1 1058 2011 1058 105 96 1 802 2130 802 0 250
2 1732 1732 385 385 2 1686 1686 180 180
962--4--031552E--7
8 m
1
D
A
C
8m
2
B550 x 550 mm
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
p
3 / 22
3.2.2.8 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 80 Corner distance 8,0 m x 8,0 m Jib length 70 m
crane in servicetorque moment: 651 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 65 1 680 1326 680 33 79 1 291 1052 291 0 172
2 1137 1137 223 223 2 881 881 228 228
49,0 50,5 65 1 691 1378 691 5 82 1 566 1108 566 25 183
2 1177 1177 206 206 2 949 949 184 184
53,5 55,0 65 1 676 1459 676 0 84 1 527 1257 527 0 195
2 1219 1219 187 187 2 1023 1023 133 133
58,0 59,5 80 1 728 1553 728 0 87 1 533 1442 533 0 206
2 1301 1301 203 203 2 1137 1137 117 117
62,5 64,0 110 1 838 1666 839 11 89 1 607 1641 607 0 218
2 1424 1424 253 253 2 1294 1294 133 133
67,0 68,5 140 1 925 1808 925 42 92 1 673 1855 673 0 229
2 1549 1549 301 301 2 1456 1456 144 14471,5 73,0 175 1 1024 1967 1024 81 94 1 756 2085 756 0 240
2 1691 1691 358 358 2 1636 1636 162 162
76,0 77,5 215 1 1136 2144 1136 127 97 1 855 2333 856 0 251
2 1849 1849 423 423 2 1836 1836 186 186
962--4--031552E--8
8 m
1
D
A
C
8m
2
B550 x 550 mm
WOLFF 8060.50 CCplus and series Static data WOLFF 8060.50 CCplus and series Static data
-
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jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
3 / 23
3.2.2.9 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 80 Corner distance 8,0 m x 8,0 m Jib length 75 m
crane in servicetorque moment: 651 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 65 1 689 1289 689 90 79 1 290 1054 290 0 173
2 1113 1113 265 265 2 883 883 246 246
49,0 50,5 65 1 701 1340 701 62 82 1 576 1106 576 46 184
2 1153 1153 249 249 2 951 951 201 201
53,5 55,0 65 1 712 1395 713 30 84 1 557 1236 557 0 196
2 1195 1195 230 230 2 1025 1025 150 150
58,0 59,5 75 1 749 1477 749 21 87 1 538 1422 538 0 207
2 1264 1264 234 234 2 1127 1127 121 121
62,5 64,0 105 1 836 1614 836 57 89 1 611 1622 611 0 219
2 1386 1386 285 285 2 1284 1284 137 137
67,0 68,5 135 1 922 1755 922 90 92 1 676 1837 676 0 230
2 1511 1511 333 333 2 1447 1447 148 14871,5 73,0 170 1 1021 1913 1021 129 94 1 759 2068 759 0 241
2 1652 1652 391 391 2 1628 1628 165 165
76,0 77,5 210 1 1133 2090 1133 176 97 1 857 2318 857 0 252
2 1809 1809 456 456 2 1828 1828 188 188
962--4--031552E--9
8 m
1
D
A
C
8m
2
B550 x 550 mm
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
3 / 24
3.2.2.10 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 80 Corner distance 8,0 m x 8,0 m Jib length 80 m
crane in servicetorque moment: 651 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner oads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 65 1 692 1346 692 38 80 1 395 1122 395 0 175
2 1154 1154 229 229 2 952 952 182 182
49,0 50,5 65 1 703 1399 704 8 82 1 531 1251 532 0 185
2 1195 1195 212 212 2 1021 1021 136 136
53,5 55,0 75 1 740 1479 740 1 85 1 515 1431 515 0 198
2 1263 1263 217 217 2 1121 1121 109 109
58,0 59,5 105 1 826 1614 827 40 87 1 593 1621 593 0 209
2 1383 1383 270 270 2 1275 1275 128 128
62,5 64,0 135 1 913 1752 913 74 90 1 664 1826 664 0 220
2 1506 1506 320 320 2 1434 1434 142 142
67,0 68,5 165 1 1000 1895 1000 104 92 1 726 2046 727 0 231
2 1633 1633 367 367 2 1598 1598 151 15171,5 73,0 200 1 1099 2056 1099 142 95 1 806 2284 806 0 242
2 1775 1775 422 422 2 1781 1781 166 166
76,0 77,5 240 1 1210 2235 1210 186 98 1 901 2540 901 0 253
2 1935 1935 486 486 2 1983 1983 187 187
962--4--031552E--10
8 m
1
D
A
C
8m
2
B550 x 550 mm
WOLFF 8060.50 CCplus and series Static data WOLFF 8060.50 CCplus and series Static data
-
7/29/2019 8060_50_ti
35/49
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
3 / 25
3.2.3.1 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 100 Corner distance 10,0 m x 10,0 m Jib length 30 m
crane in servicetorque moment: 327 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 15 1 524 1084 524 0 75 1 284 536 285 33 151
2 916 916 149 149 2 493 493 323 323
49,0 50,5 15 1 517 1145 517 0 77 1 419 593 420 246 161
2 949 949 140 140 2 542 542 297 297
53,5 55,0 20 1 532 1211 532 0 80 1 444 677 444 210 174
2 997 997 140 140 2 609 609 279 279
58,0 59,5 30 1 570 1281 570 0 82 1 480 776 480 184 185
2 1058 1058 152 152 2 689 689 271 271
62,5 64,0 40 1 604 1358 605 0 85 1 517 880 517 153 196
2 1122 1122 161 161 2 774 774 260 260
67,0 68,5 55 1 661 1442 661 0 87 1 566 1002 566 130 207
2 1201 1201 181 181 2 874 874 257 25771,5 73,0 70 1 714 1532 714 0 90 1 615 1129 615 101 218
2 1282 1282 198 198 2 978 978 251 251
76,0 77,5 85 1 762 1631 763 0 92 1 664 1262 664 66 229
2 1366 1366 212 212 2 1087 1087 241 241
962--4--031553E--1
10 m
1
D
A
C
10m
2
B550 x 550 mm
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
3 / 26
3.2.3.2 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 100 Corner distance 10,0 m x 10,0 m Jib length 35 m
crane in servicetorque moment: 490 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 10 1 520 1031 521 10 76 1 222 661 222 0 159
2 881 881 160 160 2 521 521 270 270
49,0 50,5 10 1 524 1081 524 0 79 1 231 689 231 0 170
2 914 914 150 150 2 573 573 241 241
53,5 55,0 20 1 564 1146 565 0 81 1 444 741 444 146 182
2 974 974 163 163 2 654 654 233 233
58,0 59,5 30 1 602 1217 602 0 84 1 480 844 480 116 193
2 1036 1036 175 175 2 737 737 223 223
62,5 64,0 45 1 654 1301 654 7 87 1 529 964 529 94 204
2 1112 1112 197 197 2 837 837 222 222
67,0 68,5 60 1 703 1392 703 15 89 1 578 1090 578 67 216
2 1190 1190 217 217 2 940 940 217 21771,5 73,0 75 1 752 1486 753 19 92 1 627 1221 628 34 227
2 1271 1271 234 234 2 1047 1047 208 208
76,0 77,5 95 1 814 1596 814 32 94 1 689 1371 689 7 238
2 1367 1367 261 261 2 1171 1171 207 207
962--4--031553E--2
10 m
1
D
A
C
10m
2
B550 x 550 mm
WOLFF 8060.50 CCplus and series Static data
/
WOLFF 8060.50 CCplus and series Static data
/
-
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36/49
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
3 / 27
3.2.3.3 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 100 Corner distance 10,0 m x 10,0 m Jib length 45 m
crane in servicetorque moment: 490 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 15 1 535 1063 535 8 77 1 246 663 246 0 161
2 909 909 162 162 2 569 569 252 252
49,0 50,5 15 1 536 1117 536 0 79 1 422 704 422 140 171
2 942 942 152 152 2 622 622 222 222
53,5 55,0 15 1 526 1184 526 0 82 1 434 780 434 87 184
2 977 977 140 140 2 679 679 189 189
58,0 59,5 20 1 538 1255 538 0 84 1 458 871 458 44 195
2 1027 1027 139 139 2 750 750 165 165
62,5 64,0 35 1 597 1333 597 0 87 1 507 993 507 21 206
2 1103 1103 160 160 2 850 850 163 163
67,0 68,5 45 1 628 1418 628 0 89 1 523 1127 523 0 217
2 1170 1170 167 167 2 942 942 145 145
71,5 73,0 65 1 705 1509 706 0 92 1 563 1294 563 0 228
2 1264 1264 196 196 2 1063 1063 147 147
76,0 77,5 80 1 754 1609 754 0 95 1 571 1474 571 0 239
2 1348 1348 210 210 2 1175 1175 133 133
962--4--031553E--3
10 m
1
D
A
C
10m
2
B550 x 550 mm
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
3 / 28
3.2.3.4 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 100 Corner distance 10,0 m x 10,0 m Jib length 50 m
crane in servicetorque moment: 490 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 10 1 534 1051 534 17 77 1 221 664 221 0 161
2 900 900 169 169 2 580 580 238 238
49,0 50,5 10 1 544 1096 544 0 79 1 421 720 421 121 172
2 933 933 158 158 2 633 633 209 209
53,5 55,0 10 1 533 1162 534 0 82 1 432 797 432 68 184
2 968 968 146 146 2 690 690 175 175
58,0 59,5 15 1 546 1235 546 0 85 1 456 889 456 24 196
2 1018 1018 145 145 2 762 762 150 150
62,5 64,0 25 1 580 1313 580 0 87 1 480 1011 481 0 207
2 1082 1082 154 154 2 851 851 135 135
67,0 68,5 40 1 635 1398 635 0 90 1 500 1169 500 0 218
2 1161 1161 173 173 2 955 955 129 129
71,5 73,0 55 1 687 1490 687 0 92 1 513 1338 513 0 229
2 1243 1243 189 189 2 1064 1064 118 118
76,0 77,5 85 1 803 1598 803 7 95 1 595 1520 596 0 240
2 1365 1365 240 240 2 1215 1215 140 140
962--4--031553E--4
10 m
1
D
A
C
10m
2
B550 x 550 mm
WOLFF 8060.50 CCplus and series Static data
3 / 29
WOLFF 8060.50 CCplus and series Static data
3 / 30
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jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
3 / 29
3.2.3.5 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 100 Corner distance 10,0 m x 10,0 m Jib length 55 m
crane in servicetorque moment: 490 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 5 1 532 1034 532 30 77 1 194 666 195 0 163
2 887 887 177 177 2 588 588 226 226
49,0 50,5 5 1 544 1077 544 11 80 1 419 734 419 104 174
2 921 921 167 167 2 642 642 196 196
53,5 55,0 5 1 545 1132 545 0 82 1 430 811 430 50 186
2 956 956 155 155 2 700 700 161 161
58,0 59,5 10 1 557 1205 557 0 85 1 454 904 455 5 197
2 1006 1006 153 153 2 772 772 137 137
62,5 64,0 20 1 591 1283 591 0 87 1 459 1047 459 0 208
2 1070 1070 162 162 2 861 861 121 121
67,0 68,5 35 1 646 1368 647 0 90 1 477 1207 477 0 219
2 1149 1149 181 181 2 967 967 113 113
71,5 73,0 60 1 739 1470 739 8 92 1 540 1378 540 0 230
2 1256 1256 223 223 2 1102 1102 127 127
76,0 77,5 85 1 813 1595 813 32 95 1 595 1563 595 0 241
2 1366 1366 261 261 2 1241 1241 135 135
962--4--031553E--5
10 m
1
D
A
C
10m
2
B550 x 550 mm
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
3 / 30
3.2.3.6 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 100 Corner distance 10,0 m x 10,0 m Jib length 60 m
crane in servicetorque moment: 651 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 30 1 588 1082 588 94 79 1 243 837 243 0 170
2 938 938 239 239 2 667 667 260 260
49,0 50,5 30 1 600 1125 600 75 81 1 250 869 251 0 181
2 971 971 229 229 2 722 722 228 228
53,5 55,0 30 1 611 1170 612 53 84 1 486 904 486 69 193
2 1007 1007 216 216 2 781 781 191 191
58,0 59,5 30 1 623 1218 623 28 86 1 498 987 498 9 204
2 1044 1044 202 202 2 844 844 152 152
62,5 64,0 30 1 635 1269 635 0 89 1 454 1131 454 0 215
2 1083 1083 186 186 2 910 910 110 110
67,0 68,5 50 1 696 1373 696 19 91 1 495 1296 495 0 226
2 1175 1175 218 218 2 1030 1030 113 113
71,5 73,0 80 1 783 1506 783 59 94 1 579 1473 579 0 237
2 1294 1294 271 271 2 1179 1179 137 137
76,0 77,5 105 1 857 1631 857 83 96 1 632 1664 632 0 248
2 1404 1404 310 310 2 1320 1320 143 143
962--4--031553E--6
10 m
1
D
A
C
10m
2
B550 x 550 mm
WOLFF 8060.50 CCplus and series Static data
3 / 31
WOLFF 8060.50 CCplus and series Static data
3 / 32
-
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38/49
jibposition
centralballast
horizontalforce
hook height
horizontalforce
jibposition
3 / 31
3.2.3.7 Central ballasts and corner loads acc. to DIN 15019
for a stationary tower crane on across frame without climbing drive
KR 16 -- 100 Corner distance 10,0 m x 10,0 m Jib length 65 m
crane in servicetorque moment: 651 kNm
crane out of servicetorque moment: 0 kNm
corner loads corner loads
[m] [m] [t]A
[kN]B
[kN]C
[kN]D
[kN] [kN]A
[kN]B
[kN]C
[kN]D
[kN] [kN]
44,5 46,0 30 1 599 1081 600 118 79 1 242 840 242 0 171
2 940 940 259 259 2 687 687 262 262
49,0 50,5 30 1 611 1124 611 99 81 1 249 871 249 0 182
2 973 973 249 249 2 743 743 230 230
53,5 55,0 30 1 623 1169 623 76 84 1 498 929 498 66 194
2 1009 1009 236 236 2 803 803 192 192
58,0 59,5 30 1 634 1217 634 52 86 1 509 1013 509 5 205
2 1046 1046 222 222 2 866 866 153 153
62,5 64,0 30 1 646 1268 646 24 89 1 460 1163 460 0 216
2 1086 1086 206 206 2 932 932 109 109
67,0 68,5 55 1 720 1385 720 55 91 1 525 1330 525 0 227
2 1190 1190 250 250 2 1065 1065 124 124
71,5 73,0 80 1 794 1505 794 83 94 1 583 1510 583 0 238
2 1297 1297 291 291 2 1203 1203 135 135
76,0 77,5 110 1 880 1643 881 118 96 1 659 1704 659 0 250
2 1420 1420 342 342 2 1358 1358 153 153
962--4--031553E--7
10 m
1
D
A
C
10m
2
B550 x 550 m
