ice-Boom CraneTC120()

o DEMAGBaumaschinen

Basic Machine

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....-----'------ -53' 11"-----------11-1(184S0mm)

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22' 11~---....-I(7000mm)

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(12000mm)

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a 14.00 - 24, PR 22 d 54'9" (16710 mm) e. 3' (1150 mm) k 61'4" (18700 mm)

a, 12.00 - 24, PR 20 d, 62'2" (18950 mm) f 9'10" (3OOOmm) I 7'·2" (2200 mm)

b 1'1" (2170 mm*) e 8' (2450mm) f, 2'4" (7oomm) m 22' (6710 mm)

b, 8'5" (2503 mm) e, 5'3" (1600 mm) g 39'4" (12000 mm) n 10" (250mm)

ie c 13'9" (4200 mm) ez 4'11" (1500 mm) h 12'11" (3950mm) 0 6" (150 mm)

c, 30' (9150 mm) e3 11'8" (5400mm) 11'2" (3600mm)

* 4th Front Axle

Truck Carrier

Engine

System

Output at 2500 RPM

Cooling

Fuel-Tank Capacity

Transmission

Carrier

Suspension

Front

flear

Outriggers

KHD BF 12 L 413

12 cyl.-4 strokes

310 kW (420 HP)

air

80 gal. (300 liters)

12-Speed Main Transmission plus 2-Speed Transfer Case

14x8

1st and 2nd Axles: Leaf springs; 3rd and 4th = Hydraulic suspension

1st and 2nd Axles = Walking Beams, 3rd = Hydraulic suspension

4 articulated dismountable outrigger beams with hydraulic jack legs

Axle Loads1st 2nd 3rd 4th 1st 2nd 3rd Totalfront front front front rear rear rear

tons tons tons tons tons tons tons tons f".Crane in travel order Loading of hydraulically 10.4 10.4 13.2 13.2 12.5 12.5 13.2 85.4without outriggers, sprung axles 13.2 tons ,- ,r

basic boom, Loading of hydraulically 11.7 11.7 11.0 11.0 14.5 14.5and mast gantry sprung axles 11.0 tons 11.0 85.4

Change of road weight afterremoval of assemblies:

2nd Hoist Drum with Cable -0.27 -0.27 - -1.48 -1.48 - -3.50

Jib-Boom Luffing Drum with Cable -0.30 -0.30 - -0.85 -0.85 - -2.30

Aux. Hoist Cable -:-0.18 -0.18 - -1.00 -1.00 - -2.36

Jib-Boom-Luffing Cable -0.14 -0.14 - -0.41 -0.41 - -1.10

Main Hoist and Boom-Hoist Cables -0.73 -0.73 - -1.91 -1.91 - -5.28

Ba8icBoom • D>kplus Mast Gantry -2.64 -2.64 - +0.14 +0.14 "- -5.00

t'

.....

w«u- -.-,' ',... ' ..

, ~ -' ~ 11.5 11.5 11.0 11.0 7.7.......... -- .. ,.... 7.7 11.0 71.4

Carrier Performance

Travel Speeds

8.0 8.0 5.5 5.5 5.9 5.9 5.5 44.3

High Range 3.9 ... 37.5 mph (6.3 ... 60.3 km/h) Low Range 2.7 ... 26.3 mph (4.4 ... 42.4 km/h)

Creeper Range (mechanical)

High Range

Lowest Speed at Maximum Torque

Gradeability

..

2.5 mph (4.1 km/h) Low Range 1.8 mph (2.9 km/h)

1.1 mph (1.8 km/h)

max. 30%

Superstructure

Engine

Output at 2300 RPM

Transmission

Drum Drive

Swing Drive

Control

Working Speeds

Main Hoist

Aux. Hoist

Aux. Boom· Hoist

Main Boom Hoist

Swing

KHD F 10 L 413

176 kW (240 HP)

Axial-Piston Hydraulic Pumps.- ."..'.

Axial-Piston Hydraulic Motor and Planetary Drive

Axial-Piston Hydraulic Motor and Planetary Drive

hydraulique

Infinitely variable

max. 295 ft'/min. (max. 90 m/min.)

max. 387 ft./min. (max. 118 m/min.)

max. 141 ft./min. (max. 43 m/min.)

max. 118 ft./min. (max. 36 m/min.)

1.4 RPM

Cables

Main Hoist: 25.794 lb. (11700 kg) 85 % Aux. Hoist:18.298 lb. (8300 kg)Rope Pull, Single Line 22.928 lb. (10400 kg) 75 % Rope Pull, Single Line

Length of Cables 2789 ft. (850 m) Length of Cables 2460 ft. (750 m)

Dia. of Cables 17164" (28 mm) Dia. of Cables 17/64" (28 mm)

Main Boom Hoist1558 ft. (475 m)

Aux. Boom Hoist1148 ft. (370 m)Length of Cables Length of Cables

Dia. of Cables 11132" (26 mm) Dia. of Cables 11132" (26 mm)

Boom

Std. Hammer-Head Type

Offset Jib-Folding Boom-Point

Main Boom

39-295 ft.(12-90 m)

39-295 ft.(12-90 m)

Max. Allowable Lifting Load

308 tons (280 t) 85 %275 tons (250 t) 75 %

44 tons (40 t)

Main Boom + Jib Boom

256 + 216 ft. (78 + 66 m)

5

m ft

f':'

•39 (12)

98 (30)

__ 79 (24)

~ l/1r----+--+--+-+--+--+---+--+-----f---+--l---+--+----+--+-\:~

(to) 33

(60) 197

(40) 131

(20) 66

(30) 98

(80) 263

(90) 295

(ItO) 361

(100) 328

ft 230 197 164 131 98 66m (70) (60) (SO) (40) (30) (20) (to)

Lifting Capacities on Main Boom, with 0 utriggers, over Ends and Sides (360°) (Std. Hammer Head)

Boom Radius 85%

It m tons t

20 (6) 308 28023 (7) 275 2SO

39ft 26 (8) 253 226 .30 (9) 215 199(12 m) 33 (10) 193 177

36 (11) 176.5 16040 (12) .!§L 144

20 (6) 308 28023 (7) 275 25026 (8) 252 225

59 ft30 (9) 213.5 19733 (10) 192 176

(18m) 36 (11) 174.2 15840 t12) 153.5 14246 (14) 131 11953 (16) 112 10359 (18) ~ 90.2

23 (7) 275 25026 (8) 251.5 22430 (9) 212.5 19633 (10) 191 175

79 ft 36 (11) 172 156

(24m)40 (12) 153 14146 (14) 130 11853 (16) 110 10159 (18) 98 88.866 (20) 88.5 78.972 (22) 78 70.9

23 (7) 275 25026 (8) 249 22330 (9) 211 19533 (10) 189 1743B (11) 171 155

98ft40 (12) 152 14046 (14) 129 117

(30m) 53 (16) 108.5 10059 (18) 96.5 87.566 (20) 84.5 77.672 (22) 76.5 88.679 (24) 66.5 83.085 (26) 83.5 57.692 (28) 58 53.0

23 (7) 255 23126 (8) 236 21230 (9) 211- 19433 (10) 190 17336 (11) 170 15440 (12) ISO 139

118 ft 46 (14) 127.5 116

(36m)53 (16) 108.5 99.359 (18) 95.4 86.666 (20) 84 76.772 (22) 75.5 68.679 (24) 68 62.085 (26) 62.5 56.592 (28) 57 51.898 (30) 53 47.8

26 (8) 218 19830 (9) 204 18533 (10) 188 17236 (11) 168.8 15340 (12) 146.5 13646 (14) 126.5 115

136ft53 (16) 106.5 98.659 (18) 94.5 85.9

(42m) 66 (20) 83 75.972 (22) 75 67.879 (24) 67 61.285 (26) 61 55.792 (28) 56 51.098 (30) ..£§. 46.9

110 (34) 445 39.6125 (38) 37.5 34.0

30 (9) 194 17633 (10) 181 16436 (11) 165.2 ISO40 (12) 149 13846 (14) 126.5 11553 (16) 106.5 97.8

157 ft59 (18) 93.8 85.166 (20) 82.5 75.1

(48m) 72 (22) 74 67.079 (24) 66 60.385 (26) 60.5 54.892 (28) 55 SO. 198 (30) 51 46.0

110 (34) 43.5 38.8125 (38) 36 33.1140 (42) 30.5 28.7

Boom Radius 85%

It m tons t

30 (9) 170 15433 (10) 164 14936 (11) 157.7 14340 (12) 147 13646 (14) 125.5 11453 (16) 105.5 .97.1--··59 (18) 93 84.4

177 ft 66 (20) 81 74.472 (22) 73.2 66.3

(54m) 79 (24) 65.5 59.685 (26) 59.8 54.192 (28) 54 49.398 (30) ~O 45.3

110 (34) 42.6 38.2125 (38) 35.5 32.41<0 (42) 30 28.0ISO (46) 27 24.5

33 (10) 145.5 13236 (11) 139 12640 (12) 132 12146 (14) 120 10953 (16) 104.5 96.459 (18) 92 83.766 (20) 80.5 73.7

197 ft72 (22) 72.3 85.679 (24) 64.8 59.0

(80m) 85 (26) 59 53.492 (28) 53.5 48.798 (30) 49.5 44.6

110 (34) 42 37.7125 (38) 34.8 31.8140 (42) 29 27.3ISO (46) 26.4 23.8165 (~O) 22.5 20.9180 (54) 20 18.6

33 (10) 119 10836 (11) 112.5 10240 (12) 107 98.048 (14) 100.5 91.553 (16) 95 86.859 (18) 91 82.566 (20) 80 73.072 (22) 71.5 64.9

216 ft 79 (24) 64 58.285 (26) 58.2 52.7

(66m) 92 (28) 52.8 47.998 (30) ~ 43.8

110 (34) 41.2 37.0125 (38) 34 31.2140 (42) 29 26.7ISO (46) 26 23.11615 (EO) 21.8 20.1180 (54) 19 17.8190 (~8) 17.5 15.8

33 (10) 97 88.036 (11) 93.6 85.040 (12) 91.3 83.046 (14) 85.9 78053 (16] 81 73.859 (18) 77 69.866 (20) 71.5 66.172 (22) 69.2 62.879 (24) 63.5 57.5

236ft 85 (26) 57.5 51.9

(72m) 92 (28) 52 47.298 (30) 47.5 43.1

110 (34) 41 36.4125 (38) 33.5 30.6140 (42) 28 26.0ISO (46) 25 22.4185 (EQ) 21.3 195180 (54) 18 170lq/l (58) 16.5 15.0205 (62) 14.5 13.3

33 (10) 81.5 74.036 (11) 78.3 71.040 (12) 75.5 69.046 (14) 70.8 64.353 (16] 55.7 60.059 (18) 62.3 56.566 (20) 58 53.172 (22) 55.1 SO.O79 (24) 51.7 47.1

256 ft 85 (26) 49.2 44.592 (28) 463 42.1

(78m) 98 (30) 44 39.9110 (34) 39.5 35.6125 (38) 33 30.21~0 (42) 27.5 25.6150 (46) 24.5 22.01"5 (~O) 205 19.0180 (54) 17.5 166190 (58) 16 145205 (62) 138 12.8220 (66) 12 11.3230 (70) 11 10.0

Boom Radius 85%

It m tons t

36 (11) 66.2 60.040 (12) 62.5 57.04t:i (14) 58 52.853 (16) 53.8 49.059 (18) SO.l 45.566 (20) 46.8 42.512 (22) 44 39.979 (24) 41 37.585 (26) 38.8 35.2

276 ft 92 (28) 36.6 33.298 (30) 34.8 31.4

(84m) 110 (34) 31 28.0125 (38) 27.8 25.3140 (42) 24.5 22.7ISO (46) 22.7 20.5185 (EQ) 20.3 18.5180 (54) 17 16.0190 (58) 15.3 13.9205 (62) 13 12.12,,0 (66] 11.5 10.6230 (70) 10.2 9.3

36 (11) 58.4 53.040 (12) 54.2 SO.O46 (14) SO.7 46.05J (16] 46 42.059 (18) 42.4 38.566 (20) 39 35.672 (22) 36.7 33.379 (24) 34 31.085 (26) 32 28.8

295ft 92 (28) 29.5 26.998 (30) 28 25.0

(90m) 110 (34) 24.8 22.0125 (38) 21.5 19.5140 (42) 18.2 17.1lEQ (46) 17 15.1165 (EO) 15.6 13.7180 (54) 13 12.219J (58) 11.7 10.6205 (62) 101 9.4220 (66] 8.5 8.1230 (70) -il. ...L1

All capacities above the parting line arebased upon structural strength. The cap­acities below the parting line are basedon stability for the percentage of tippingload indicated.

Crane-Capacity Notes

Capacities do not exceed 85 %of tipping load. (Main Boom)Max. wind pressure: 3 Ib.lsqfl. (15 kg/m2)

~ 50.8 fUsee. (15.5 m/sec)Crane operation up to a wind forceof 50 Beaufort scale1 Ib.lsqfl. (5 kg/m2) ~ 29.5 fUsee. (9 m/sec)permissible.Capacities include hook or hook-block.The 75 % crane ratings furthermore complywith DIN 15019,2 (test load = 1.25 X lift­ing load + 0.1 X dead weight of boomreduced to the boom point).

Based on a main-boom angle of 88°. ~

Crane operation up to a wind velocity of5° Beaufort scale 1 Ib.lsqft. (5 kg/m2)

~ 29.5 fUsee. (9 m/sec) permissible.

7

Lifting Capacities on Luffing Jib Boom, with Outriggers, over Ends and Sides (360°)

Length of Jib Boom

59 ft 79ft 98ft 118 ft 138 ft 158 ft 177 ft 197 ft 217 ftMain Boom Radius (18 m) (24 m) (30 m) (36 m) (42 m) (48 m) (54 m) (60 m) (66 m)

ft m ton~ t tons t tons t tons t tons t tons t tons t tons t tons t fJ39 (12) 110 100 107.1 97.4 87.3 79.446 (14) 110 100 101.8 92.6 84 76.4 64.4 58.653 (16) 91.3 83.0 91.6 83.3 80.5 73.2 62.7 57.0 49.9 A6".459 (18) 77.7 70.7 77.8 70.8 77.5 70.5 60.3 54.9 49.1 44.7 36.0 32.866 (20) 67.4 61.3 67.5 61.4 67.3 61.2 58 52.8 48.4 44.0 35.0 31.9 25.5 23.2 22.4 20.472 (22) 59.6 54.2 59.2 53.9 55.8 SO.8 47.5 43.2 34.1 31.0 24.8 22.6 21.2 19.3 19.1 17.479 (24) 53.1 48.3 52.9 48.1 52.5 47.8 46.6 42.4 33.1 30.1 24.2 22.0 20.4 18.6 18.0 16.4

59ft 85 (26) 47.8 43.5 47.7 43.4 47.4 43.1 45.7 41.6 32.2 29.3 23.4 21.4 19.5 17.8 17.1 15.692 (28) 43.3 39.4 43 39.1 42.4 38.6 31.4 28.6 22.8 20.8 18.7 17.0 16.0 14.6

(18 m) 98 (30) 39.7 36.1 39.3 35.8 38.8 35.3 30.3 27.6 22.3 20.3 17.7 16.1 15.1 13.8112 (34) 33.4 30.4 33 30.0 29.3 26.7 21.3 19.4 16.7 15.2 13.6 12.4125 (38) 28.9 26.3 28.4 25.9 28.0 25.5 20.3 18.5 15.7 14.3 12.3 11.2138 (42) 24.8 22.6 24.5 22.3 19.3 17.6 14.7 13.4 11.3 10.3lSI (46) 21.6 19.7 18.3 167 13.9 12.7 10.3 9.4164 (SO) 19.2 17.5 17.3 158 13.2 12.0 9.4 8.6177 (54) 16.5 15.0 12.4 11.3 9.0 8.2190 (58) 11.6 10.6 8.1 7.4

33 (10) 110 10039 (12) 110 100 98 89.146 (14) 106.7 97.0 91.9 83.6 77.6 70.6 60.7 55.253 (16) 92.9 84.5 66.3 78.5 73.9 67.2 59.0 53.7 47.8 43.059 (18) 78.9 71.8 81.0 73.7 70.6 64.2 57.4 52.2 46.8 42.6 35.2 32.066 (20) 68.6 62.4 70.8 64.4 67.3 61.2 55.7 SO. 7 46.3 42.1 34.6 31.5 25.8 23.5 21.8 19.972 (22) 62.4 58.8 62.9 57.3 54.2 49.3 45.8 41.7 337 30.7 25.1 22.9 21.2 19.3 17.7 16.179 (24) 55.8 SO.8 55.9 51.1 52.0 47.3 45.3 41.2 330 30.0 24.6 22.4 205 18.7 17.0 15.5

79 ft 85 (26) SO.4 45.9 SO.3 46.0 49.8 45.7 44.6 40.6 32.3 29.3 24.0 21.9 19.9 18.1 16.2 14.892 (28) 45.7 41.8 45.2 41.5 44.0 40.1 31.4 28.6 23.5 21.4 19.2 17.5 15.5 14.1

(24m) 98 (30) 41.9 38.2 41.2 380 40.7 37.5 306 27.9 22.8 20.8 18.5 169 14.8 13.5112 (34) 35.2 32.3 34.5 31.8 29.2 26.6 21.7 19.8 17.3 15.8 13.5 12.3125 (38) 30.6 27.8 29.9 27.5 27.7 25.3 20.5 18.7 16.1 14.7 12.3 11.2138 (42) 26.4 24.0 25.8 23.7 19.5 17.8 149 13.6 11.3 10.3151 (46) 23.1 20.9 18.4 16.8 13.8 12.6 10.2 93164 (SO) 20.7 18.6 17.3 15.8 129 11.8 9.2 8.4177 (54) 16.5 15.0 12.1 11.0 8.4 7.7190 (58) 11.4 10.4 7.7 70203 (62) 10.6 9.7 7.1 65

33 (10) 110 10039 (12) 103.5 941 90.2 82.046 (14) 97.7 88.9 85.1 77.4 71.8 65.3 56.6 51.553 (16) 92.9 84.5 80.0 72.8 68.7 62.5 55.3 SO.3 44.1 40.159 (18) 80.3 73.0 75.3 68.6 65.7 59.8 54.0 49.1 43.7 398 338 30.866 (20) 69.6 63.3 71.6 65.1 63.0 57.3 52.5 47.8 43.3 39.4 333 30.3 25.2 23.272 (22) 63.4 57.5 60.3 54.9 51.1 46.5 429 390 32.5 29.9 24.9 22.7 20.7 18.9 171 15.679 (24) 56.4 51.3 55.8 52.1 49.7 45.2 42.3 385 31.9 290 243 22.1 20.1 18.3 16.5 15.0

98ft 85 (26) 50.9 46.3 50.2 470 48.1 43.8 41.9 38.1 31.2 28.4 23.7 21.6 19.4 17.7 159 14.5 ,T(30m)

92 (28) 45.6 42.7 45.2 42.4 41.3 37.6 30.5 27.8 23.3 21.2 18.9 17.2 154 14.098 (30) 41.8 39.1 41.2 393 40.7 37.2 30.0 27.3 22.7 20.7 183 16.7 14.6 133

112 (34) 35.2 33.5 34.5 33.0 28.6 26.0 21.6 19.7 17.1 15.6 13.5 123125 (38) 30.5 29.1 29.9 285 27.2 24.8 205 187 16.0 14.6 12.3 11.2138 (42) 26.4 24.9 25.9 23.8 20.1 18.3 14.8 13.5 11.3 10.3151 (46) 23.1 21.7 18.5 16.9 13.8 126 103 9.4164 (SO) 20.7 19.3 17.4 15.9 12.9 11.8 9.3 85177 (54) --- 16.5 15.0 12.2 11.1 84 7.7190 (58) 11.4 10.4 7.7 7.0203 (62) 10.7 98 7.1 65

33 (10) 99.6 90639 (12) 95.3 66.7 83.2 75.746 (14) 90.5 82.3 78.2 71.7 66.0 60053 (16) 85.9 78.1 74.1 67.4 63.6 57.9 51.5 469 41.3 37.659 (18) 81.6 74.2 70.4 64.0 61.2 55.7 SO.4 45.9 41.0 37.3 32.2 29.366 (20) 70.6 64.2 669 609 589 53.6 49.2 448 40.7 37.0 31.6 288 22.6 22672 (22) 62.1 56.5 63.2 58.1 56.8 51.7 47.9 436 401 36.5 31.1 28.3 24.4 22.2 200 18.2 16.2 14.879 (24) 56.3 51.9 54.5 49.6 46.7 42.5 39.7 36.1 30.6 27.9 239 21.8 19.4 17.7 158 14.4

118 ft 85 (26) SO.7 46.8 50.0 47.5 45.4 41.3 392 35.7 300 27.3 23.4 213 190 17.3 152 13.9

(36 m)92 (28) 45.4 43.1 440 40.1 38.7 35.2 29.4 268 229 209 184 168 14.8 13.598 (30) 41.5 39.5 41.1 388 38.0 34.6 290 26.4 22.4 20.4 180 16.4 14.3 13.0

112 (34) 34.9 362 34.4 33.5 27.8 253 21.5 19.6 170 15.5 13.3 12.1125 (38) 30.4 29.3 298 29.0 26.8 24.4 206 188 160 14.6 12.4 11.3138 (42) 26.1 25.5 25.7 235 19.6 179 15.0 137 11.4 10.4lSI (46) 228 22.1 18.7 17.0 140 12.8 10.4 95164 (SO) 20.5 19.6 17.7 161 130 11.9 9.4 86177 (54) --- 167 15.2 12.2 11.1 84 7.7190 (58) --- 11.4 104 7.7 70203 (62) 107 98 7.'- 6.5

39 (12) 74.8 68.046 (14) 71.6 65.1 59.9 54.553 (16) 68'5 62.3 580 52.8 47.6 43.3 38.2 34859 (18) 65.5 596 562 51.1 46.7 42.5 37.9 34.5 303 27.666 (20) 629 57.2 54.3 49.4 45.7 41.6 37.5 34.1 300 27.3 239 21.872 (22) 60.1 54.7 52.5 47.8 44.6 406 37.0 337 294 268 236 21.5 19.0 17379 (24) 563 52.5 S09 463 437 398 365 332 29.0 26.4 233 21.2 18.7 17.0 14.8 13.585 (26) S07 47.3 49.1 44.7 426 38.8 361 329 286 260 229 20.9 18.1 16.5 14.4 13.1

138 ft 92 (28) 46.0 43.0 45.5 43.4 41.5 378 35.6 324 282 25.7 226 206 17.7 16.1 13.8 12.6

(42 m)98 (30) 41.6 39.8 40.4 368 35.0 31.9 278 25.3 22.2 202 172 15.7 13.3 121

112 (34) 35.0 34.0 33.9 30.9 268 24.4 21.3 19.4 165 ISO 12.3 11.2125 (38) 30.5 29.5 30.0 292 26.0 237 203 185 155 14.1 11.5 lOS138 (42) 26.4 25.7 25.1 229 19.5 17.8 14.7 13.4 10.6 9.7lSI (46) 24.2 22.1 187 170 13.8 12.6 9.9 9.0164 (SO) 232 20.2 176 160 13.2 12.0 9.2 84 .177 (54) 166 15.1 12.5 11.4 85 7.8

IJ190 (58) 12.1 11.0 80 7.3203 (62) 11.5 10.5 7.3 6.7217 (66) 6.7 6.1

39 (12) 67.1 61.046 (14) 64.5 58·7 54.4 49.5

157 ft53 (16) 61.9 56.3 53.0 48.2 43.5 39.659 (18) 59.5 54.1 51.4 46.8 42.6 38.8 34.7 316 28.6 26.0

(48m) 66 (20) 57.2 52.0 499 45.4 41.9 38.1 34.4 31.3 282 25.7 22.6 20.672 (22) 55.0 SO.O 48.5 44.1 41.0 37.3 34.1 31.0 27.8 253 22.5 20.5 17.9 16.379 (24) 52.8 480 46.9 42.7 40.1 36.5 33.6 30.6 27.6 25.1 22.3 203 17.6 16.0 13.8 12.685 (26) SO.7 46.2 45.5 41.4 39.2 35.7 33.2 30.2 27.2 24.8 221 20.1 17.1 15.6 13.5 12.3

Lifting Capacities on Luffing Jib Boom, with Outriggers, over Ends and Sides (360°)

Lenglh of Jib Boom

Main Boom

157 ft(<18m)

Radius

It m

92 (28)98 (30)

112 (34)125 (38)138 (42)151 (46)164 (EO)177 (54)190 (58)203 (62)217 (66)

59 fl(18 m)

Ions I

79ft(24 m)

Ions I

46.0 43.4

98ft(30 m)

Ions I

44.1 40.141.5 39.035.5 34.2

118 It(38 m)

Ions I

38.3 34.937.5 34.134.9 32.730.3 29.7

138 ft(42 m)

Ions t

32.7 29.832.3 290431.2 ~29.8 27.526.2 25.8

158 It(48 m)

Ions I

26.9 24.526.6 24.225.8 23.525.0 22.824.0 21.923.1 21.120.6 20.1

lTIIt(54 m)

Ions I

21.8 19.921.4 19.520.9 19.020.1 18.319.2 17.518.3 16.71704 15.916.5 15.0

197 ft(60 m)

Ions I

16.8 15.316.5 15.015.8 14.415.1 13.814.5 13.213.7 12.513.0 11.912.3 11.211.5 10.510.7 9.8

217 It(66 m)

Ions I

13.0 11.912.5 11.411.9 10.911.3 10.310.6 9.710.0 9.19.3 8.58.6 7.98.0 7.37.3 6.76.7 6.1

177ft(54m)

197 ft(80m)

39465359667279859298

112125138151164177190203217

465359667279859298

112125138151164177190203217

(12)(14)(16)(18)(20)(22)(24)

gm(30)(34)(38)(42)(46)(EO)(54)(58)(62)(66)

(14)(16)(18)(20)(22)(24)

l~(30)(34)(38)(42)(46)(EO)(54)(58)(62)(66)

62.060.158.456.654.853.151.349.645.9

56.454.753.151.549.948.346.745.140.9

SO.O 45.548.9 44.547.8 43.546.8 42.645.7 41.644.5 40.543.6 39.74204 38.641.2 37.53504 33.7

42.7 38.941.8 38.0~0.8 37.139.8 38.238.9 35.437.9 34.538.7 33.435.6 32.434.6 31.532.2 29.3

40.9 37.240.1 36.539.4 35.938.8 35.338.0 34.637.2 33.938.6 33.335.9 32.734.9 30.230.3 28.7

35.6 32.434.8 31.734.1 31.033.4 300432.7 29.832.1 29.231.4 28.6::0.8 28.029.2 26.627.8 25.3

32.231.731.431.230.8300430.129.228.326.2

28.628.227.827.326.926.626.025.324.323.121.8

29.328.928.628.428.027.727.426.625.824.1

26.025.725.324.924.524.223.723.022.121.019.9

26.5 24.126.2 23.925.9 23.625.6 23.325.4 23.125.1 22.924.8 22.624.3 22.123.7 21.623.1 21.021.8 19.920 6 18.8

23.6 21.523.3 21.222.9 20.922.7 20.722.5 20.522.2 20.221.7 19.821.1 19.22004 18.619.5 17.818.7 17.0

21.1 19.220.9 19.020.6 18.820.4 18.620.3 18.520.0 '18.219.8 18.019.3 17.619.0 17.318.3 16.717.8 16.217.0 15.6

19.2 17.519.1 17.419.0 17.318.9 17.218.8 17.118.5 16.918.3 16.717.9 16.317.3 15.816.8 15.3161 14.715.2 13.9

16.9 150416.7 15.216.6 15.116.3 14.916.1 14.715.7 14.315.2 13.914.7 13.414.1 12.913.6 12.412.9 11.812.2 11.111.4 10.4

15.2 13.915.1 13.815.0 13.714.9 13.614.8 13.514.6 13.31404 13.113.9 12.713.5 12.312.8 11.712.2 11.111.4 lOA~

13.5'3.312.912.612.311.711.1lOA9.99.28.57.972

11.911.711.511.411.010.610.19.6928.6827.46.8

12.312.111.811.511.210.710.19.59.08.47.87.26.6

10.910.710.5lOA10.09.79.28.88.47.97.56.86.2

218 ft(88m)

238ft(72m)

258ft(78m)

465359667279859298

112125138151164177190203217

465359667279859298

112125138151164177190203217

5359667279859298

112125138151164177190203217

(14)(16)(18)(20)(22)(24)(26)(28)(30)(34)(38)(42)(46)(EO)

l~(62)(66)

(14)(16)(18)(20)(22)(24)

gm(30)(34)(38)(42)

~(54)(58)(62)(66)

(16){18)(20)(22)(24)

l~(30)(34)(38)(42)

~f~(62)(66)

37.7 34.338.9 33.636.1 32.935.3 32.13404 31.233.5 30.532.6 29.731.7 28.930.8 28.028.4 25.9

32.1 29.231.4 28.630.9 28.130.2 27.529.5 26.928.9 26.328.2 25.727.6 25.126.8 24.425.4 23.1

27.2 24.827.1 24.726.9 24.526.7 24.326.4 24.026.0 23.725.7 23.424.9 22.724.2 22.0

31.3 28.530.8 28.030.1 27.429.4 26.828.8 26.228.2 25.727.6 25.127.0 24.625.8 23.524.5 22.3

27.3 24.926.9 24.526.5 24.126.0 23.725.6 23.325.1 22.924.6 22.424.0 21.922.8 20.821.6 19.7

23.8 21.723.5 21.423.2 21.123.1 21.022.8 20.822.7 20.722.5 20.522.1 20.121.5 19.620.6 18.8

25.525.124.824.524.223.723.422.621.520.319.1

22.622.322.121.821.521.220.920.119.218.116.8

19.819.519.319.119.018.818.718.217.817.016.3

23.222.922.622.322.021.621.320.619.618.517.4

20.620.320.119.919.619.319.018.317.516.515.3

18.017.817.617.417.317.117.016.616.215.514.9

21.1 19.221.0 19.120.9 19.020.7 18920.5 18.720.3 18.5198 18.019.3 17.618.7 17017.9 16.317.1 15.6

18.4 16818.3 16.718.2 16.618.1 16.517.9 16.317.7 16.11704 15.917.0 15.516.6 15.116.0 14.615.2 13.9

16.0 14.615.9 14.515.8 14.415.8 14.415.7 14.315.7 14.315.6 14.215.4 14.015.0 13.714.6 13.31.4.0 12.8

17.4 15.917.3 15.817.2 15.717.2 15.717.1 15.617.0 15.516.8 15.316.6 15.016.0 14.615.5 14.114.9 13.614.1 12.9

15.1 13.815.1 13.815.0 13.714.9 13.614.8 13.514.7 13.414.5 13.214.3 13.013.8 12.613.5 12.312.8 11.711.9 10.9

13.3 12.113.3 12.113.2 12.013.0 11.912.9 11.812.9 11.812.8 11.712.7 11.612.4 11.312.1 11.011.6 10.611.2 10.2

13.8 12.613.7 12.513.6 12.413.5 12.313.3 12.113.0 11.912.9 11.812.7 11.612.4 11.312.1 11.011.5 10.510.8 9.9~

12.3 11.212.3 11.212.2 11.112.1 11.011.9 10.911.8 10.811.7 10.711.5 10.511.3 10.311.1 10.110.6 9.710.0 9.19.3 8.5

11.0 10.010.8 9.910.7 9.810.6 9.710.5 9.6lOA 9.510.3 9.410.2 9.310.1 9.210.0 9.19.6 8.89.4 8.69.0 8.2

11.0 10.010.8 9.910.7 9.810.6 9.710.2 9.39.9 9.09.5 8.79.2 8.48.9 818.5 7.88.1 7.47.4 6.86.8 6.2

9.7 8.99.7 8.99.6 8.89.5 8.79.3 8.59.1 8.39.0 8.28.8 8.08.5 7.88.2 7.58.0 7.37.5 6.97.0 6.4

9.0 8.29.0 8.28.9 8.18.8 8.08.6 7.98.5 7.88.5 7.88.4 7.78.3 7.68.1 7.47.9 7.27.4 6.87.0 6.4

Q

Hook-Block/Crane Hook

Number of Sheaves Capacity Weight .B"

12 308 tons (280 t) 85 Ofo "... 8.378 lb. (3800 kg)275 tons (250 t) 75 Ofo 10ft. (3.20 m)

6138 tons (125 t) 85 Ofo110 tons (100 t) 75%

35 tons ( 32 t) 85%27 tons ( 25 t) 75%

5.291 lb. (2400 kg)

.2.597 lb. (1160 kg)

8 ft. (2.50 m)

6 ft. (2.00 m)

Subject to change without notice

AMERICAN DEMAG CORPORATIONConstruction Machinery DivisionChicago: 903 Commerce Drive New York: 450 Park Avenue

Oak Brook, JII. 60521 New York, N.Y. 10022Tel.: 312-920-9700 Tel.: 212-826-1440Telex: 72-1577 Telex: 125-911

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DEMAG TC·1200-'SUPERLIFT

600 ton LOAD MOMENT CHART(12,661 foot-tons)

Superlift Attachment for DEMAG Model TC 1200 Crane

DEMAGBaumachinen

11

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DEMAG TC·1200 SUPERLIFT 600 ton LOAD MOMENT CHARTLifting Capacities (ton=2000#) on main Boom,On 39'-4" x 39'-4" Outriggers, 360° Swing, 75% Ratings

Superlll~(t) SuperlIlCou~(l)

M8lna--n RBdius Makla--n RBdi..

0 55 88 110 132 165 0 55 88 110 132 165It It tons tons tons tons tons tons It It tons tons tons tons tons tons-'7'i1 30 190 256 303 331 - - 30 168 - - - - -dlHeavy 31.5 178 243 287 315 347 386 33 163 - - - - -~H8m- 33 169 232 271 299 331 362 40 132 156 - - - -mer Head 40 137 187 221 244 258 296 46 110 150 - - - -

46 115 161 187 203 221 236 53 94 130 146 - - -53 99 132 158 170 185 204 59 82 116 131 - - -59 86 117 136 146 159 - 66 72 104 114 - - -

177 72 64 93 101 - - -30 190 256 276 - - - 79 57 84 90 - - -33 169 232 276 - - - 85 53 76 84 - - -

7'i1 40 137 185 221 238 258 - 92 47 70 76 - - -with SId.Hammer 46 115 154 185 202 221 237 98 44 64 70 - - -Head 53 99 131 158 170 185 204 110 36 55 61 - - -

59 86 117 136 146 159 - 125 30 49 54 - - -66 76 104 121 - - - 140 25 42 47 - - -72 68 93 108 - - - 150 22 36 44 - - -30 189 256 - - - - 33 143 - - - - -

98' 33 168 232 256 - - - 40 133 - - - - -40 136 185 219 238 243 - 46 110 130 - - - -46 114 153 185 202 221 - 53 94 125 - - - -53 97 130 157 170 185 - 59 81 116 - - - -59 85 117 135 - - - 66 71 104 - - - -66 75 103 119 - - - 197' 72 61 93 - - - -72 67 93 110 - - - 79 55 84 - - - -79 61 84 100 - - - 85 50 76 - - - -85 55 76 90 - - - 92 46 70 - - - -92 51 70 82 - - - 98 43 64 - - - -

110 36 55 - - - -30 189 237 - - - - 125 31 49 - - - -

118' 33 168 232 237 - - - 140 24 42 - - - -40 135 183 218 234 - - 150 22 36 - - - -46 113 153 185 201 218 - 165 19 33 - - - -53 97 130 157 170 185 -59 84 116 133 147 165 - 33 116 - - - - -66 75 103 119 132 148 - 40 110 - - - - -72 66 93 107 119 132 - 46 105 - - - - -79 60 84 97 108 121 - 53 93 99 - - - -85 54 76 88 97 107 - 59 81 95 - - - -92 50 70 82 - - - 66 71 90 - - - -98 45 64 75 - - - 72 61 86 - - - -

79 55 81 - - - -30 187 227 - - - - 216' 85 49 75 - - - -

138' 33 167 222 224 - - - 92 46 68 - - - -40 133 182 217 - - - 98 42 63 - - - -46 113 152 185 196 210 - 110 35 53 - - - -53 96 130 157 168 181 - 125 30 45 - - - -59 83 116 132 146 164 - 140 24 39 - - - -66 74 103 118 130 147 - 150 22 33 - - - -72 64 93 105 117 131 - 165 19 29 - - - -79 58 84 95 106 121 -85 53 76 87 96 107 - 33 94 - - - - -92 49 70 79 - - - 40 87 - - - - -98 42 64 73 - - - 46 83 - - - - -

110 38 55 64 - - - 53 78 - - - - -125 32 49 57 - - - 59 74 - - - - -

66 71 - - - - -151' 30 177 206 - - - - 72 61 66 - - - -

33 165 203 - - - - 238' 79 55 63 - - - -40 133 181 192 - - - 85 49 60 - - - -46 111 152 185 - - - 92 46 56 - - - -53 95 130 157 165 177 - 98 42 53 - - - -59 83 116 132 146 163 - 110 35 49 - - - -66 73 104 117 129 146 - 125 30 43 - - - -72 65 93 104 115 130 - 140 24 36 - - - -79 58 84 93 103 117 - 150 22 31 - - - -85 53 76 86 94 105 - 165 19 27 - - - -92 49 70 78 87 97 -98 44 64 71 78 88 - Only cranes providing an outrigger span of 39'-4" X39'-4" can110 38 55 62 - - -

125 31 49 55 - - - be equipped for superliftoperation

140 27 42 49 - - -

SUPERLIFT Attachment for the DEMAG TC-1200 Truck Crane

For applications where load moments in excess of5426 foot-tons are encountered, the DEMAG TC 1200Truck Crane can be equipped with aSuperlift Attach­ment which permits load moments up to 12661 foot­tons. An increase of 233%, resulting in a 633 ton loadmoment chart at a 2O'radius.The performance benefits derived from the Superliftresult from the fact that a heavier load is compensatedby a corresponding counterweight. This causes theloads on the structural members of the crane, such assuperstructure, slewing ring, undercarriage, andoutriggers, to be applied centrally while relieving theboom assembly.

Subject to change without notice

The additional counterweight is autom~tically lifted ofthe ground when attempting to pick upa load with theSuperlift, so that the upper can be swung as desired.The Superlift "ttachment consists of the followingcomponentrwhich are readily mounted to our standardcrane without major modifications:(a) Superlift Mast with head sheaves(b) Superlift Backstops(c) Counterweight Suspension Cables(d) Boom-Hoist Bridle(e) Additional Counterweight(f) Additional Hydraulic and Electric Controls(g) Conversion Parts to Overload Cut-Out

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DEMAG BaumaschinenZweigniederiassung derDemag Aktiengesellschaft

Postfach 180180BuscherhofstraBe 104000 Dusseldorf 13Telefon: (0211) 71091Telex: 08 582 703

Niederlassungen:

Hamburg, Tel. (040) 6701043

Hannover (Lehrte), Tel. (05132) 4081

Berlin, Tel. (030) 85240 31

Essen, Tel. (0201) 4 0011

Frankfurt (Maintal1), Tel. (06181) 4 5011

Bierbach, Tel. (06842) 3011

Munchen, Tel. (089) 3 51 30 91

Vertragshandler:Lingener Baumaschinen GmbH & Co. KGLingenlEms, Tel. (05 91) 42 73

O. Sponsel & Co.Bamberg, Tel. (0951) 2 51 41Numberg, Tel. (09 11) 30 10 05

Gebr. Hones GmbHMunchingen, Tel. (0 71 50) 60 18Krauchenwies, Tel. (07576) 5 50