CC 2400-1 – serial no. 43026 1150 Page 1 of 10
Notes on Crane Operation according to
DIN 15019.2 / EN 13000, Hoisting Class H1, Power Plant Group 1Bm
1150, SG/cs 23.07.07 znfx-e13b2da866544dc3863a635d58e626a2.doc
1.0 Capacity Charts
Combination Counterweight [t]
+Central Ballast [t]
SLCwt [t]
SL-Radius
[m]
Track
[m]
No. of
Identity
Page
SH 160 + 40 - - 7.25 253 301 12 1-2
SH 140 + 40 - - 7.25 253 302 12 1-2
SH 120 + 0 - - 7.25 253 303 12 1-2
SH 100 + 0 - - 7.25 253 304 12 1-2
SH/LH 160 + 40 - - 7.25 253 306 12 1-2
SH/LH 140 + 40 - - 7.25 253 307 12 1-2
SH/LH 120 + 0 - - 7.25 253 308 12 1-2
SH/LH 100 + 0 - - 7.25 253 309 12 1-2
SW-87° 160+40;120+20;100+
0
- - 7.25 253 311 12 1-48
SW-85° 160+40;120+20;100+
0
- - 7.25 253 312 12 1-48
SW-75° 160+40;120+20;100+
0
- - 7.25 253 313 12 1-42
SW-65° 160+40;120+20;100+
0
- - 7.25 253 314 12 1-27
SSL, Standard SL;tray 160 + 40 0-240 15 7.25 253 332 12 1-12
SSL, Standard SL; tray 120 + 20 0-240 15 7.25 253 333 12 1-12
SSL, Standard SL; tray 160 + 40 0-240 13 7.25 253 334 12 1-12
SSL, Standard SL; tray 120 + 20 0-240 13 7.25 253 335 12 1-12
SSL, Standard SL; tray 160 + 40 0-240 11 7.25 253 336 12 1-12
SSL, Standard SL; tray 120 + 20 0-240 11 7.25 253 337 12 1-12
SSL, Standard SL; tray 160 + 40 0-240 9 7.25 253 338 12 1-12
SSL, Standard SL; tray 120 + 20 0-240 9 7.25 253 339 12 1-12
SSL/LSL, Standard SL; tray 160 + 40 0-240 15 7.25 253 356 12 1-9
SSL/LSL, Standard SL; tray 120 + 20 0-240 15 7.25 253 357 12 1-9
SSL/LSL, Standard SL; tray 160 + 40 0-240 13 7.25 253 358 12 1-9
SSL/LSL, Standard SL; tray 120 + 20 0-240 13 7.25 253 359 12 1-9
SSL/LSL, Standard SL;tray 160 + 40 0-240 11 7.25 253 360 12 1-9
SSL/LSL, Standard SL; tray 120 + 20 0-240 11 7.25 253 361 12 1-9
SSL/LSL, Standard SL; tray 160 + 40 0-240 9 7.25 253 362 12 1-9
SSL/LSL, Standard SL; tray 120 + 20 0-240 9 7.25 253 363 12 1-9
SWSL-87° Standard SL;tray 160 + 40 0-160 15 7.25 253 373 12 1-118
SWSL-87° Standard SL;tray 160 + 40 0-160 13 7.25 253 374 12 1-118
CC 2400-1 – serial no. 43026 1150 Page 2 of 10
Notes on Crane Operation according to
DIN 15019.2 / EN 13000, Hoisting Class H1, Power Plant Group 1Bm
1150, SG/cs 23.07.07 znfx-e13b2da866544dc3863a635d58e626a2.doc
SWSL-87° Standard SL; tray 160 + 40 0-160 11 7.25 253 375 12 1-118
SWSL-87° Standard SL;tray 160 + 40 0-160 9 7.25 253 376 12 1-96
CC 2400-1 – serial no. 43026 1150 Page 3 of 10
Notes on Crane Operation according to
DIN 15019.2 / EN 13000, Hoisting Class H1, Power Plant Group 1Bm
1150, SG/cs 23.07.07 znfx-e13b2da866544dc3863a635d58e626a2.doc
Combination Counterweight [t]
+Central Ballast [t]
SLCwt [t]
SL-Radius
[m]
Track
[m]
No. of
Identity
Page
SWSL-85° Standard SL; tray 160 + 40 0-160 15 7.25 253 383 12 1-118
SWSL-85° Standard SL; tray 160 + 40 0-160 13 7.25 253 384 12 1-118
SWSL-85° Standard SL;tray 160 + 40 0-160 11 7.25 253 385 12 1-118
SWSL-85° Standard SL; tray 160 + 40 0-160 9 7.25 253 386 12 1-107
SWSL-75° Standard SL; tray 160 + 40 0-160 15 7.25 253 393 12 1-118
SWSL-75° Standard SL; tray 160 + 40 0-160 13 7.25 253 394 12 1-118
SWSL-75° Standard SL; tray 160 + 40 0-160 11 7.25 253 395 12 1-118
SWSL-75° Standard SL; tray 160 + 40 0-160 9 7.25 253 396 12 1-118
SWSL-65° Standard SL; tray 160 + 40 0-160 15 7.25 253 403 12 1-118
SWSL-65° Standard SL; tray 160 + 40 0-160 13 7.25 253 404 12 1-118
SWSL-65° Standard SL; tray 160 + 40 0-160 11 7.25 253 405 12 1-118
SWSL-65° Standard SL; tray 160 + 40 0-160 9 7.25 253 406 12 1-118
SWSL-55° Standard SL; tray 160 + 40 0-160 15 7.25 253 413 12 1-113
SWSL-55° Standard SL; tray 160 + 40 0-160 13 7.25 253 414 12 1-113
SWSL-55° Standard SL; tray 160 + 40 0-160 11 7.25 253 415 12 1-110
SWSL-55° Standard SL; tray 160 + 40 0-160 9 7.25 253 416 12 1-102
SWSL-45° Standard SL; tray 160 + 40 0-160 15 7.25 253 423 12 1-70
SWSL-45° Standard SL; tray 160 + 40 0-160 13 7.25 253 424 12 1-66
SWSL-45° Standard SL; tray 160 + 40 0-160 11 7.25 253 425 12 1-58
SWSL-87° Standard SL; tray 120 + 20 0-160 15 7.25 254 773 12 1-111
SWSL-87° Standard SL; tray 120 + 20 0-160 13 7.25 254 774 12 1-111
SWSL-87° Standard SL; tray 120 + 20 0-160 11 7.25 254 775 12 1-111
SWSL-87° Standard SL; tray 120 + 20 0-160 9 7.25 254 776 12 1-89
SWSL-85° Standard SL; tray 120 + 20 0-160 15 7.25 254 783 12 1-111
SWSL-85° Standard SL; tray 120 + 20 0-160 13 7.25 254 784 12 1-111
SWSL-85° Standard SL; tray 120 + 20 0-160 11 7.25 254 785 12 1-111
SWSL-85° Standard SL; tray 120 + 20 0-160 9 7.25 254 786 12 1-100
SWSL-75° Standard SL; tray 120 + 20 0-160 15 7.25 254 793 12 1-111
SWSL-75° Standard SL; tray 120 + 20 0-160 13 7.25 254 794 12 1-111
SWSL-75° Standard SL; tray 120 + 20 0-160 11 7.25 254 795 12 1-111
SWSL-75° Standard SL; tray 120 + 20 0-160 9 7.25 254 796 12 1-111
CC 2400-1 – serial no. 43026 1150 Page 4 of 10
Notes on Crane Operation according to
DIN 15019.2 / EN 13000, Hoisting Class H1, Power Plant Group 1Bm
1150, SG/cs 23.07.07 znfx-e13b2da866544dc3863a635d58e626a2.doc
Combination Counterweight [t]
+Central Ballast [t]
SLCwt [t]
SL-Radius
[m]
Track
[m]
No. of
Identity
Page
SWSL-65° Standard SL; tray 120 + 20 0-160 15 7.25 254 803 12 1-111
SWSL-65° Standard SL; tray 120 + 20 0-160 13 7.25 254 804 12 1-111
SWSL-65° Standard SL; tray 120 + 20 0-160 11 7.25 254 805 12 1-111
SWSL-65° Standard SL; tray 120 + 20 0-160 9 7.25 254 806 12 1-111
SWSL-55° Standard SL; tray 120 + 20 0-160 15 7.25 254 813 12 1-106
SWSL-55° Standard SL; tray 120 + 20 0-160 13 7.25 254 814 12 1-106
SWSL-55° Standard SL; tray 120 + 20 0-160 11 7.25 254 815 12 1-105
SWSL-55° Standard SL; tray 120 + 20 0-160 9 7.25 254 816 12 1-98
SWSL-45° Standard SL; tray 120 + 20 0-160 15 7.25 254 823 12 1-66
SWSL-45° Standard SL; tray 120 + 20 0-160 13 7.25 254 824 12 1-60
SWSL-45° Standard SL; tray 120 + 20 0-160 11 7.25 254 825 12 1-52
Abbreviations: SL: superlift
SL-cwt: superlift-counterweight
Note: The delivery scope contains main boom lengths up to 84 m and luffing fly jib lengths up to 60 m.
Main boom lengths exceeding 84 m and luffing fly jib lengths exceeding 60 m are for information only.
The SLI is only calibrated for the delivery scope!
Lengths going beyond the delivery scope require a checking and, if necessary, a re-calibration of the SLI by
the operating company.
CC 2400-1 – serial no. 43026 1150 Page 5 of 10
Notes on Crane Operation according to
DIN 15019.2 / EN 13000, Hoisting Class H1, Power Plant Group 1Bm
1150, SG/cs 23.07.07 znfx-e13b2da866544dc3863a635d58e626a2.doc
2.0 Absolutely observe the instructions from the operation manual.
3.0 Function of Safe Load Indicator (SLI), limit switches, etc. shall be checked prior to using the crane.
4.0 Rated loads at rated radii shall not be exceeded, i.e. when picking up the load, any changes in radius
caused by the deflection of the boom system shall be rectified accordingly.
♦ The capacity charts include marked loads, which do not reach the ground in case of reeving according to
regulations. With the following formula, the max. height „ h“ of the hook block over the ground can be
calculated approximately.
IE
L ( HA HI )
h (HA HI) HS − +
= + −
HA =
HI =
LHS =
IE =
main boom length
jib length
length of hoist rope (ref. 8.0)
no. of reevings in hoist lifting block
5.0The load ratings shown on the capacity charts shall apply on the following conditions:
♦ The crane shall be in level position (±0.5%).
♦ The supporting surface shall be sufficiently firm to bear the occuring ground bearing pressures.
Max. ground bearing pressures (including load factor 1.00) :
for working combinations of the crane: see enclosed CD
Max. surface pressures under wheel on superlift-cwt. carrier 91.0 N/cm² (9 bar tyre pressure)
Max. surface pressures under support on superlift-cwt. carrier 100 N/cm²
Max. surface pressures under superlift-cwt. frame 46 N/cm²
More detailed information on request.
6.0 All crane movements shall be carried out such that to avoid jerking and shall be performed at a speed
appropriate for the rigging condition and load case.
CC 2400-1 – serial no. 43026 1150 Page 6 of 10
Notes on Crane Operation according to
DIN 15019.2 / EN 13000, Hoisting Class H1, Power Plant Group 1Bm
1150, SG/cs 23.07.07 znfx-e13b2da866544dc3863a635d58e626a2.doc
7.0 Hook Blocks
Type Capacity [t] Number of Sheaves Weight [kg] with / without add. weight
2 x 200 t * 400 2 x 7 7 400 / 6 400
1 x 320 t 320 1 x 11 6 200 / 5 200
1 x 300 t * 300 1 x 11 7 250 / 5 950
1 x 200 t * 200 1 x 7 4 850 / 3 500
1 x 160 t * 160 1 x 5 4 200 / 3 500
2 x 160 t * 316 2 x 5 6 200 / 5 200
1 x 100 t 100 3 3 500
50 t 45 1 1 700
15 t 15.1 (Single line hook) 900
* not part of delivery scope
The double hook blocks can be convected into single line hook blocks.
The rated loads include the weight of hook block and lifting tackle and their weight shall be substracted from
the listed ratings.
7.1 Due to the danger of tipping backwards of jib, a hook block with a minimum weight is required. For this reason,
the following hook blocks (or minimum weights) must be used with the combinations listed.
main length of jib [ m ]
boom [m] 24 30 36 42 48 54 60 66 72 78 84
minimum weight [ t ]
30 6 4,5 3,5 2,5 1,5 0,75 0 0 0 0 0
36 7 5 4 3 2 1 0,25 0 0 0 0
42 8 6 4,5 3,5 2,5 1,5 0,5 0,25 0 0 0
48 9 7 5,5 4 3 2 1 0,5 0 0 0
54 9,5 7,5 6 4,5 3,5 2,5 1,5 1 0,25 0 0
60 10,5 8 6,5 5 4 3 2 1,25 0,5 0 0
66 11,5 9 7 5,5 4,5 3,25 2,25 1,5 0,75 0,25 0
72 12 9,5 7,5 6 4,75 3,5 2,5 2 1 0,5 0
78 13 10,5 8,5 6,5 5 4 3 2,25 1,5 0,75 0
84 14 11 9 7 5,5 4,5 3,5 2,5 1,75 1 0,25
90 15 11,5 9,5 7,5 6 5 3,75 3 2 1,5 -
96 15,5 12 10 8 6,5 5,5 4 3,5 2,5 - -
(calculated with max. wind pressure 60 N/m²)
8.0 Max. permissible line pull and lengths of hoist lines
permissible line pull [kN] length of hoist line[m]
Hoist 1: 150,0 1020
Hoist 2: 150,0 700
9.0 The safe load indicator shall be set in compliance with the DS-code no. stated on the duty charts. The max.
required reeving is programmed in the SLI. Should it be chosen to reduce the reeving, the SLI shall be set
accordingly.
CC 2400-1 – serial no. 43026 1150 Page 7 of 10
Notes on Crane Operation according to
DIN 15019.2 / EN 13000, Hoisting Class H1, Power Plant Group 1Bm
1150, SG/cs 23.07.07 znfx-e13b2da866544dc3863a635d58e626a2.doc
10.0 Wind speeds - dynamic wind pressures
also see instructions in the operating manual and supplements for increased permissible wind speeds
For the wind speeds of 9.8 m/s (dynamic wind pressure 60 N/m²) taken into account in the duty charts, the
wind area of the load is taken as 1.2 m²/t.
Correspondingly higher or lower wind speeds (dynamic wind pressures) are part of other wind areas of the
loads; however, the following maximum permissible wind speeds and dynamic wind pressures must not be
exceeded:
Main Boom Operation:
Length of Main Boom [m] Wind Speed [m/s] Dynamic Wind Pressure [N/m²]
up to 36 15.0 140
42 up to 66 13.8 120
72 up to 84 11.3 80
exceeding 84 9.8 60
Jib Operation:
Length of Main Boom
Length of Jib [m]
Wind Speed [m/s] Dynamic Wind Pressure [N/m²]
up to 48
up to 42
13.8 120
up to 48
48 to 72
11.3 80
54 to 84
up to 42
10.6 70
exceeding 54
exceeding 48
9.8 60
The following examples show the permissible wind area of the load, taken as 1.0 m²/t in the interest of safety, at
a dynamic wind pressure of 60 N/m².
Example 1: given: load 200 t, wind pressure 145 N/m²
sought: permissible wind area
AWperm .
At a dynamic wind pressure of 60 N/m² the permissible wind area of this load is 200 m².
AWperm. =
200 60
145
2 2
2
m x N m
N m
/
/
= 82.7 m²
Example 2: given : load 200 t, wind area 100 m²
sought: permissible wind pressure
perm p .
permissible wind speed
vperm.
At a dynamic wind pressure of 60 N/m² the permissible wind area of this load is 200 m².
pperm. =
200 60
100
2 2
2
m x N m
m
/
= 120 N/m²
vperm.
pperm. = 1.6 = 13.8
m/s
This example is only valid when the main boom length does not exceed 66 m.




