•

e·--"

650 ton Telescopic Crane Demag AC 1600

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•

Dimensions

l""'\\........•.....J •

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Specifications

•Axle Loads and Weights

Crane with Main 800m, Outriggers and Hook BlockAxlesTotal Weight

Units

Main Hoist

line Speed

max. 426 fi/min

Rope Pull, Single Line

27,0001b

Length of Hoist Rope1,476 It

•Swing

Telescoping speed

800m elevation

max.l.0 rpm

52 ft - 164 ft: 180 s

_2° - +82°: 120 s

Hook-Block/Crane HookType Capacity Number of Sheaves Number of Lines Weight "0"

SOD') 1,102,OOOlb 2 x 13 2 x 21 19,OOOIb320 688,0001b 13 26 8,0001b 10'

r~200 397,000 Ib 7 15 6,0001b 10 '• 100 185,000 fb 3 7 4,0001b 10'40 79,OOOIb 1 3 2,600lb 9'

-1-.12.5 26.0001b Crane Hook 1 2,2001b 7' ..•..

t) with heavy-duly attachment

Working ranges main boom

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•

•

Lifting capacities main boom with Superlift

•309,000 fb I •••••• 3600 85%.•.. .•..

Main boomRadius 52.0 fl· 52.0 It 68.0 It 84.0 It 100.0 fl 116.0 It 132.0 ft 148.0 It 164.0 It

6- D. 6- r.:,. (;

It l,OOOlb10 1300.02)

10 1086.0··') 737.01)11 987.0"'1 733.011 661.013 831.01) 689.011 661.015 742.01) 640.0 638.0 595.016 703.01) 617.0 617.0 595.0 440.019 607.0 557.0 556.0 555.0 440.0 374.023 504.0 493.0 488.0 493.0 438.0 374.0 308.026 453.0 453.0 450.0 453.0 420.0 374.0 308.0 242.029 418.0 418.0 416.0 420.0 402.0 365.0 308.0 242.0 198.033 377.0 377.0 375.0 377.0 377.0 347.0 308.0 242.0 198.039 329.0 329.0 329.0 331.0 335.0 325.0 296.0 238.0 197.546 286.0 288.0 290.0 284.0 273.0 226.0 187.552 243.0 256.0 260.0 253.0 250.0 212.0 177.059 175.0 222.0 227.0 222.0 222.0 197.5 164.565 194.5 204.0 202.0 202.0 182.5 153.572 152.5 182.0 180.0 181.0 165.0 141.079 158.0 161.0 162.5 152.0 131.0• 85 133.0 145.0 149.0 143.5 122.592 126.0 134.0 131.0 112.598 108.0 121.5 122.5 106.0

105 81.0 107.0 112.5 98.5111 93.5 105.5 94.5118 74.5 94.0 89.0124 83.0 82.5131 69.0 77.5

138 71.5

144 61.5

151 ill

Boom extension sequence 0/0

Tele 1 0 0 43 43 43 86 86 B6 100Tele 2 0 0 0 43 43 43 86 86 100Tele 3 0 0 0 0 43 43 43 86 100

• with add. outrigger ··2 x 1D°over rear or over side 6. without SL-suspension 11 with heavy-duty attachment21 static test load only

•

...-.~.

'.-

Lifting capacities main boom with Superlift

r. •.1 ~- ,"-216,0001b E:J ..r.-1 3600 85%

Main boomRadius 52.0 It 68.0 fl 84.0 fl 100.0 It 116.0 It 132.0 fl 148.0 ft 164.0 It

6- A 6- 6-It 1,0001b10 V10 726.011

11 722.0') 661.013 678.0') 661.015 629.0 625.0 595.016 608.0 603.0 595.0 440.019 550.0 548.0 549.0 440.0 374.023 486.0 484.0 484.0 438.0 374.0 308.026 446.0 444.0 446.0 420.0 374.0 308.0 242.029 413.0 411.0 411.0 402.0 365.0 308.0 242.0 198.033 375.0 373.0 373.0 375.0 347.0 308.0 242.0 198.039 324.0 320.0 322.0 324.0 319.0 296.0 238.0 197.546 268.0 268.0 270.0 266.0 268.0 226.0 187.552 236.0 236.0 238.0 234.0 236.0 212.0 177.059 175.0 206.0 208.0 203.0 205.0 197.5 164.565 182.5 186.5 182.5 184.0 182.5 153.572 152.0 159.0 156.0 157.0 160.0 141.079 137.0 134.0 135.0 138.0 131.0 •85 122.0 118.5 120.0 122.5 122.5

f""" •.92 104.0 105.0 108.0 108.5V 98 94.0 94.5 97.0 98.0

105 81.0 84.0 87.0 87.5111 77.0 79.0 79.5118 69.5 71.5 71.5124 65.5 66.0131 59.9 60.0138 54.7144 50.5151 46.0

800m extension sequence %Tele 1 0 43 43 43 86 86 86 100Tele 2 0 a 43 43 43 86 86 100Tele 3 0 0 a 43 43 43 86 100

t;. without SL-suspension I) with heavy-duty attachment

•

Lifting capacities main boom

•216,0001b / r-.:!. 3600 85%

Main boomRadius 52.0 It 68.0 It 84.0 It 100.0 ft 116.0 ft 132.0 It 148.0 ft 164.0 ft

ft l,OOOlb

10 726.01)

11 722.0') 661.0

13 678.01) 661.015 629.0 625.0 595.016 608.0 603.0 595.0 440.019 550.0 548.0 549.0 440.0 363.023 486.0 484.0 464.0 438.0 363.0 297.026 446.0 444.0 446.0 420.0 339.0 293.0 231.029 413.0 411.0 411.0 402.0 313.0 274.0 231.0 198.033 375.0 373.0 373.0 375.0 283.0 252.0 219.0 197.539 324.0 320.0 322.0 324.0 249.0 220.0 198.5 181.546 268.0 268.0 270.0 213.0 192.5 178.5 162.052 236.0 236.0 238.0 190.0 173.0 159.0 146.059 175.0 206.0 208.0 169.0 152.5 143.5 131.565 182.5 186.5 154.0 140.0 130.5 121.0

72 152.0 159.0 134.5 124.5 120.0 108.579 137.0 121.5 112.5 110.0 98.085 122.0 111.0 103.5 101.5 92.0

• 92 101.0 94.0 93.5 84.598 94.5 89.5 87.5 78.0

105 ~ 82.0 80.0 72.5111 75.5 75.5 68.5118 70.0 68.0 63.5124 63.5 59.3131 59.0 54.1138 51.6144 47.2151 42.2

Boom extension sequence Ofo

Tele 1 0 43 43 43 86 86 86 100Tele 2 0 a 43 43 43 86 86 100Tele 3 0 0 0 43 43 43 86 100

1) with heavy-duty attachment

•

Lifting capacities main boom

c •126,0001b r-.1 3600 85%

Main boomRadius 52.0 It 68.0 ft 84.0 ft 100.0 ft 116.0 It 132.0 It 148.0 ft 164.0 Itft 1.0001b10 705.01)

11 702.01) 639.013 658.0 ~39.015 610.0 610.0 573.016 590.0 588.0 573.0 440.019 534.0 532.0 531.0 440.0 363.023 471.0 469.0 471.0 438.0 363.0 297.026 435.0 432.0 435.0 420.0 339.0 293.0 231.029 395.0 391.0 395.0 394.0 313.0 274.0 231.0 198.033 346.0 342.0 344.0 346.0 283.0 252.0 219.0 197.539 292.0 287.0 289.0 292.0 249.0 220.0 198.5 181.546 224.0 228.0 233.0 213.0 192.5 178.5 162.052 180.0 182.5 187.0 183.0 173.0 159.0 146.559 142.5 144.0 149.0 146.0 147.0 143.5 131.565 120.0 124.5 121.5 122.5 125.5 121.072 99.0 103.0 100.0 101.5 104.0 104.579 87.0 84.0 85.0 88.0 88.585 76.5 73.0 74.0 77.0 77.592 63.0 63.5 66.0 66.598 55.8 56.2 58.9 59.3r. 105 48.4 48.7 51.5 51.8

V 111 43.0 45.7 45.9118 37.7 39.9 40.0124 35.7 35.9131 31.6 31.4138 27.6144 24.6151 21.7

Boom extension sequence %Tele 1 0 43 43 43 86 86 86 100Tele 2 0 0 43 43 43 86 86 100Tele 3 0 0 0 43 43 43 86 100

1) with heavy-duty attachment

•

Lifting capacities main bc)om

•82,0001b .-.. 3600 85%.•. .•.

Main boomRadius 52.0 It 68.0 It 84.0 It 100.0 It 116.0 It 132.0 ft 148.0 It 164.0 ItIt l,OOOlb10 659.011 648.0 553.013 596.0 545.015 541.0 511.0 440.016 516.0 490.0 440.0 375.019 454.0 435.0 407.0 369.0 287.023 389.0 374.0 359.0 334.0 281.0 242.026 349.0 336.0 328.0 308.0 259.0 238.0 198.029 307.0 301.0 296.0 286.0 241.0 225.0 197.5 176.033 265.0 260.0 256.0 256.0 219.0 206.0 185.0 175.539 210.0 210.0 203.0 208.0 189.5 178.0 165.5 154.046 159.0 152.0 160.5 157.0 150.0 143.0 131.052 120.5 122.0 127.0 131.5 128.5 125.5 118.559 96.5 98.5 103.5 105.5 107.0 105.5 103.565 84.5 89.0 87.0 88.0 91.0 ~72 68.5 73.0 70.0 71.0 74.5 75.079 60.5 58.0 58.9 62.0 62.085 52.4 48.9 49.8 53.3 53.792 40.6 41.3 44.6 45.0• 98 34.8 35.2 38.3 38.8

105 29.0 29.3 32.1 32.6111 25.0 27.9 28.1118 21.0 23.4 23.6124 20.2 20.4

131 16.8 16.8138 13.8144 11.5151 9.6

800m extension sequence oro

Tele 1 0 43 43 43 86 86 86 100Tele 2 0 0 43 43 43 86 86 100Tele 3 0 0 0 43 43 43 86 100

•

Lifting capacities main boom

•

lII'--~El!"""''''''''''--------------'--~~-'-'''''--~~-------"'''''---, t

•lifting Capacity Notes

Lifting capacities do not exceed 85 % of tipping load resp. 75 % of tipping load on luffing fly jib.Max. wind speed: 50.85 ft/sec or 35 mph.Crane operation up to a wind force of 5% Beaufort scale (29.5 ftlsec or 20 mph) permissible.The weights of all load-handling devices are considered part of the load. and suitable allowance forthem should be made.

All capacities above the parting line are based on structural strength. The capacities below theparting line are based on stability for the percentage of tipping load indicated.

Working ranges fixed fly jib

C459

443

426

410

394

377

361

344

328

312

295

279

262

#'246

~230

213

197

1ao

164

\48

131

115

98

82

66

49

33

16-.••..•...

• ..~

I-.') I I 0° ~8I ! -'.-~ (16

I ~---- ~,20°

I ..-/ :::~ I I I ~4

! ;:::- "...-/ --Yv-- (16

I ./" \y; :/" I/' ~ ~ I0 -;::::: '/ I I--

l-----30/ \ _I 116

./ ~'/ i ~I I 0\ I~

I

~ ~I

~ V ~ ~~ \ i---l-------26

(16

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~ ~I 1\ I~ 22V W '~

./

I~~,....- r< I (16/y

W # ~'/ ~ ~ \ ~

/;V /; , '/' y './

I ~-------'-9

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~ V ;j/ ;:/'" i 16

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11;1 /;V I Jf , / I I \i

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i : I 11,~1iiiili , II 00 o 00 0

•7ft4+223)

9ft4+105)

9ft •4+651

lifting Capacities fb.cedfly jib (0°) and Superlift

•309,000 Ib ~_I =_-==_

Boom Radius

ft-----------------------------------------39------------------------------------------46-------------_._--------------------------52------------------------------------------59------------------------------------------65------------------------------------------72 .'------------------------------------------79------------------------------------------85-----------------------------------------92-------------------------------------------98------------------------------------------

111------------------------------------------124------------------------------------------138------------------------------------------151------------------------------------------164------------------------------------------177------------------------------------------_1_90 _

203------------------------------------------216------------------------------------------229------------------------------------------243------------------------------------------256------------------------------------------269------------------------------------------282------------------------------------------295-----------------------------------------308------------------------------------------321

•The capacities above the parting line are based upon the structural strength. The ratings below the partin9 ling are based on stability for thepercentage of tipping load indicated .

•

lifting capacities fixed fly jib and Superlift

6 •216,0001b ..r-1 3600 75%/85%

Fixed fly jib

Boom Radius 26.0 It 65.0 It 105.0 It 144.0 It 184.0 It 223.0 ft0° 20° 0° 20° 0° 20° 0° 20° 00 20° 00

ft 1.000 Ib39 lfl.5 -46 "H5.5 - 88.052 112.5 95.0 86.0 55.159 108.0 91.5 82.5 54.065 106.0 88.0 80.5 52.0 35.372 102.5 83.5 77.0 50.7 50.7 34.6 26.4

79 99.0 80.0 74.5 49.5 49.5 33.9 25.785 96.0 77.0 72.5 48.5 48.5 33.1 25.3 13.292 92.5 74.5 70.5 47.3 47.3 35.2 32.3 24.6 13.098 89.5 71.5 68.0 46.3 46.3 34.2 31.7 24.2 12.8

111 74.5 66.0 63.0 45.2 44.1 33.1 30.2 23.2 23.1 12.5124 61.5 60.5 58.6 44.1 40.9 30.9 28.7 21.6 22.1 12.1

164 ft 138 50.3 51.6 53.8 40.7 38.5 28.6 27.3 20.7 20.9 16.5 11.9151 41.6 42.7 45.3 38.5 36.3 26.4 25.7 19.8 19.8 15.4 11.6164 34.6 35.3 38.1 35.2 34.1 25.3 24.4 18.7 18.7 14.3 11.2177 32.2 32.0 31.9 24.2 23.1 17.6 17.6 13.6 11.0190 27.2 28.7 28.0 22.0 21.6 16.5 16.5 12.8 10.5203 23.0 24.1 23.7 20.9 20.3 15.4 15.4 11.9 9.9216 19.7 18.8 18.8 14.3 14.3 11.0 9.4 •1""\229 1M 17.6 16.8 13.2 13.2 10.3\;( 8.8243 14.9 13.8 11.8 12.1 9.6 8.1256 11.2 10.5 10.5 9.0 7.7

269 8.8 9.4 8.1 8.5 7.0282 .u 6.1 7.9 6.1295 4.2 6.8 4.2308 46

The capacities above the parting line are based upon the structural strength. The ratings below the parting ling are based on stability for thepercentage of tipping load indicated.

.;'-",) .'~ •

Lifting capacities fixed fly jib

•216,0001b .-. 3600.... ....

Fixed fly jib

Boom Radius 26 ft 65 ft 105 ft

0° 20° 0° 20° 0° 20°ft 1,0001b39 121.5 -46 110.0 8Cl.052 101.0 94.0 8::!.059 91.5 87.0 no 52.965 84.5 82.0 70.0 50.972 77.0 75.0 65.0 48.5 47.479 71.0 70.0 60.0 47.5 45.185 66.0 65.5 56;.4 46.1 43.092 61.5 60.0 52.1 43.1 40.6

164 ft 98 57.6 55.4 48.7 40.9 36.6 32.0111 50.9 49.2 42.1 37.6 30.6 29.2124 45.4 43.2 36.8 34.3 28.7 26.8138 39.6 37.4 32.5 31.6 24.6 24.2151 35.2 33.0 29.3 28.6 21.5 22.0164 30.8 29.7 26.4 25.3 18.7 19.8177 23.6 23.1 16.3 18.1190 21.6 20.7 14.3 16.1• 203 19.8 18.8 12.1 14.3216 11.0 12.6229 9.9 11.1243 9.9256269

144 ft0° 20°

184 It0°

34.933.130.7 24.629.1 23.227.5 21.526.1 20.3

23.2 17.920.8 21.0 15.718.7 18.4 14.016.9 16.9 12.514.1 15.4 11.412.8 14.1 9.510.6 12.8 7.98.8 11.5 6.67.5 lOA 5.3§,2. 9.3 ~

7.96.8

MThe capacities above the parting line are based upon the structural strength. The ratings below the parting ling are based on stability tor thepercentage of lipping load indicated .

•

Lifting capacities fixed fly jib

c •126,000 fb •••••• 3600 75%/85%.•. .•.

Fixed fly jib

Boom Radius 26.0 ft 65.0 ft 105.0 fl 144.0 ft 184.0 ft0° 20° 0° 20° 0° 20° 0° 20° 0°

ft 1.000 Ib39 1-31.5 -46 110.0 - 88.052 101.0 94.0 82.059 91.5 87.0 77.0 52.965 84.5 82.0 70.0 50.9 34.972 77.0 75.0 65.0 48.5 47.4 33.179 71.0 70.0 60.0 47.5 45.1 30.7 24.685 66.0 65.5 56.4 46.1 43.0 29.1 23.292 61.5 60.0 52.1 43.1 40.6 27.5 21.5

164 ft 98 55.1 55.4 48.7 40.9 36.6 32.0 26.1 20.3111 42.2 44.3 42.1 :37.6 30.6 29.2 23.2 17.9124 32.4 34.0 36.0 34.3 28.7 26.8 20.8 21.0 15.7

138 24.1 25.4 27.9 31.6 24.6 24.2 18.7 18,4 14.0

151 18.2 19.3 21.7 :!4.8 21.5 22.0 16.9 16.9 12.5164 13.6 14.1 16.7 J9.4 1L.§. 19.8 14.1 15.4 11.4177 12.8 14.8 13.2 17.4 12.8 14.1 9.5190 9.3 10.8 9.9 13.3 10.2 12.8 7.9203 6.4 7.6 6.9 9.8 L1 11.5 6.6 •(--, 216 4.2 6.7 4.5 8.5 3.8

''t,,;;. 229 3.8 5.6

The capacities above the parting line are based upon the structural strength. The ratings below the parting ling are based on stability tor thepercentage of lipping load indicated.

•

Lifting capacities luffing -Flyjib, main boom 82°

• 492

Ii475 .

459 iIi'

443

I426

iI

! ! I: I I

IITTTI,~:II I ; -.L 1 __ -

I i J.--~;

410

!, i

317; I /,, I /

361

I I /344

i //

1/312

'/295 /

•197

I

I

/

148

131 II115

III

I Ii Ii II,! i

,33

I16

•

Lifting capacities luffing fI~,jib, main boom 82°

r:: •,'-'

216,000 Ib .--t 3600 7'5% 216,000 Ib .--t 3600 75%• • • .•.FlyJib FlyJib

Boom Radius 59 n 98 ff 138 n 177ff 216 n 800m Radius 98 ft 138 ff 177 ff 216 ft 256 ft 295 ft

ft 1,0001b ft 1.000lb

39 277.0 59 110.046 248.0 65 110,052 213.0 ", 187.0 72 109.0 74.559 t81.0 ~" 187.0 121.0 79 107.5 74.5 52.965 1420 176.5 121.0 85 105.5 74.5 52.972 157.5 121.0 81.5 92 103.5 74.5 52.9 37.4

79 141.5 121,0 81.5 98 1015 74.5 52.9 37.485 130.0 121.0 81.5 55.1 111 74.5 52.9 37.4 26.4

84 ft 92 118.0 121.0 81.5 53.9 124 745 52.9 37.4 26.4 13.2

98 1060 112,0 81.5 ~i2.9 138 ZQ Q 52.9 37.4 26.4 13.2lIt 96.5 81.5 ~jO.7 132 ft 151 52.9 37.4 26.4 13.2124 83.5 80.5 48.6 164 52.9 37.4 26.4 132138 ~ 70.5 46.2 177 485 37.4 26.4 13.2151 82.5 44.0 190 37.4 26.4 13.2164 58.0 41,8 203 37.4 26.4 13.2177 12Ji 39.7 216 all 26,4 132190 37.5 229 26.4 13.2203 ~~ 243 253 132

256 ID 13.2269 13.2282 13.2295 ill

Fly Jib 59 90.0

Boom Radius 98 n 138 ff 177 ft 216 ff 256 ft 295 ff 65 90.072 89,0 61.5

ft 1,0001b 79 880 61.552 154.0 85 86.0 61.5 44.059 153.0 99.0 92 84.5 61.5 44.0 •65 152.0 99.0 98 83.5 81.5 44.0 31.9

-"', 72 151.0 99.0 66.0 111 ~ 61.5 44.0 31.9 22.0,':0'

79 148.0 99.0 66.0 124 61.5 44.0 31.9 22.0 8.885 135.5 99.0 66.0 50.7 138 W 440 31.9 22.0 8892 123.0 99.0 66.0 50.7 33.0 148 ft 151 44.0 31.9 22.0 8.898 J 13 Q 99.0 66.0 50,7 33.0 164 440 31.9 22.0 88

111 95.5 66.6 50.7 33,0 22.0 177 44.Q 31.9 220 8.8124 83.0 66.0 48.6 33,0 21.5 190 31.9 22.0 88

100 ft 138 I2.Q 66,0 46.2 33,0 20.9 203 31.9 220 8.8151 62.0 42.9 33.0 20.3 216 au 22.0 8.8164 55.5 40.7 30.8 19.8 229 22.0 8.8177 5JW. 38,6 28.6 19.1 243 220 8.8190 36.4 27.5 18.5 256 2.?J1. 8.8203 35.3 26.4 17.8 269 8.8216 34.2 ?54 17.2 282 8.8229 24.3 1<6.7 295 M243 ill I'S.3 65 72,5256 1:5,8 72 72.:5269 1~5.6 79 72.:5 48.5282 15.4 85 72.5 48.5295 1~~ 92 70.0 48,5 35.2

52 132,0 98 680 48.5 35.2 23.159 132.0 111 64..Q 48,5 35.2 23.165 132.0 88.0 124 48.5 35.2 23.1 17.S"72 132.0 88.0 164 ft 138 46.2 35.2 23.1 17.6'79 129.5 88,0 61.5 151 W 35.2 23.1 17.6"85 127.5 88,0 61.5 164 34.1 23.1 17.6'92 121.0 88.0 61.5 44.0 177 ill 23.1 17.6'98 111 0 88.0 61.5 44.0 190 23.1 17.6"

111 88.0 61.5 44.0 28.6 17.6 203 23.1 17.6"124 81.0 61.5 44.0 28,6 1~ 216 2U 17.6"138 I1,.Q. 61,5 44,0 28,6 17.1 229 176'

116 ft 151 61.0 44.0 28.6 Hl,9 243 17.6'164 54.4 41.8 28.6 16.9 256 J7 6"177 19,2 '39.7 28.6 111.7 '1 Main Boom 159 It190 37.5 28.6 16.5203 35.3 27.5 lfi.3216 :uJ. 26.5 1(;.3229 25.4 Hi,l243 W 1~L8256 15.6 •269 lei.4

r . 282". 1~.9" 295 H..{L~

•

•

•

Lifting capacities luffing fly jib, main boom 70°

~RJ~

/'1f361

344 /

328 /

1/

/V

I1/

/I

Lifting capacities luffing fly jib, main boom 70°

...,..., . •... '.1

'-

216,0001b a .-4 36007S0f0 216,000 Jb E3 .--c 360075%.•. ... .•. ...FlyJib FlyJib

800m Radius 59 It 98 It 138 It 177 It 216 It Boom Radius 98 ft 138 It 177ft 216 It 256 ft 295 It

ft 1.0001b ft 1.0001b59 176.5 98 81.565 127.0 111 75.072 86.5 124 64.5 60.579 60.5 ;0) - 138 56.0 54.185 118.0 1St 47.5 44.092 106.0 164 42.5 39.9 35.098 97.5 95.5 177 38.1 35.5 34.1

111 82.5 80.5 190 31.8 30.7 26.4118 73.5 74.5 132 ft 203 28.7 27,4 25.6 13.2124 69.0 66.5 216 26.1 24.8 23.0 13.284 ft 138 59.8 57.6 4·4.0 229 22.3 20.6 13.2151 53.0 50.6 42.9 243 20.0 18.2 13.2157 49.0 48.0 42.3 256 18.2 16.5 132164 44.9 41.8 269 14.7 13.2177 40,4 39.0 282 13.0 13.0190 38,4 35.1 295 11.7 12.5197 33.6 33.2 308 11.7203 31.6 321 10.6216 28.5 328 9.9229 2'6.1 111 63.0236 24.3 124 57.6 50.8

138 53.9 47.3151 44.0 35.2164 41.4 33.0 29.7

FlyJib 177 37.0 31.9 28.6",. Boom Radius 98 It 216 It 25EIIt

190 30.8 27.5 •"138 It 177 It 203 27.8 26,4 19.8

\ It 1,0001b 216 25.0 23.9 19.2 8.8""10.'-: 148 ft85 116.0 229 21.5 18.5 8.892 104.5 243 19.3 17.3 8.898 95.5 256 17,4 15.4 8.8

111 81.0 78.5 269 13.6 8.8124 70.0 66.0 64.0 282 12.1 6.6138 58.7 56.3 46.2 295 10.6 8.B151 51.9 49.5 42.9 308 8.B

100 ft 164 46.3 43.6 40.7 29.9 321 8.3177 39.3 37.9 28.6 328 8.1190 35.3 34.0 27.5 124 47.6203 32.0 30.7 26.4 138 42.8 35.2216 27.6 25.3 144 38.8 34.2229 25.2 23.4 151 33.0243 22.8 21.1 164 30.8 22.0256 19.1 177 29.7 22.0 18.7269 17.4 184 27,4 21.5 18.2282 15.6 190 21.1 17.898 91.5 203 20.9 17.2 12.1'

111 77.5 75.5 164 ft 216 20.5 16.1 11.4'124 67.0 64.5 223 19.6 15.6 11.0'131 61.5 60.0 229 15.2 10.6'138 55.8 53.4 243 14.7 9.9'151 49.3 46.9 40.1 256 14.3 8.8'164 ,,- 44.1 41.6 38.5 262 13.9 8.6'170 42.0 39.6 37.3 269 8.3'

116ft 177 37.1 35.9 282 7.9'190 33.3 32.0 215.2 295 75'203 30.0 28.7 25.5 302 7.0'210 28.6 27.1 24.6

'J Main 800m 159 It216 25.9 204.0229 23,4 21.7243 21.1 1!~.5256 17.6269 IS.8 •282 14.3

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Truck-Type-Carrier:Frame:

Transmission:Axles:Wheels and Tyres:

Steering:Brakes:Electrical Equipment:Cab:

Boom Elevation:Control:Cab:

Counterweight:Safety Devices:

Additional Outrigger:Heavy-Duty-Attachment:Additional Weight:

•Make: Demag, Drive/Steering: 18 x 8 x 18.Specially designed main frame, fabricated from high-grade close-grain structural steel, withcentral pot for outrigger fixing.Four hydraulically operateel outriggers with telescopic beams and jack legs, outrigger jack forload handling throughout 3:60° circle.Daimler-Benz OM 443 LA water-cooled 10 cylinder Diesel Engine. Output: 594 hp. Fuel-TankCapacity; 130 gallons.

~F-transmatic.All axles are sprung and steered Axles: 2 th, 4 th, 8 th, 9 tho18 disk-type wheels with 14.0 - 25 rims and single 17.5 - R 25 tyres, plus one spare.

Dual-circuit semibloc mechanical steering with hydraulic booster.to EC standards.24-volt system and lights to German Highway Code.Rubber-mounted low-line tlhree-man steel cab.

SuperstructureDaimler-Benz OM 447 A WElter-cooled 6-cylinder Diesel Engine. Output: 303 hp. Fuel-TankCapacity: 70 gallons.4 variable-displacement axIal-piston pumps with automatic power control and 1 fixed-dis-placement tandem pump (€inable the operator to engage fou motions at the same time). 1fixed-displacement pump for the low-pressure control circuits.Variable-displacement axial-piston hydraulic motor with planetary reduction and spring-loaded multiple-disk brake in hoist drum, hoist rope.Variable-displacement axia,i-piston hydraulic motor with planetary reduction and spring-loa-ded multiple-disk brake in ihoist drum, hoist rope.Axial-piston hydraulic motor with planetary reduction integral. Foot-pedal operated servicebrake and spring-loaded holding brake.Two hydraulic cylinders with pilot-controlled braking valve for lowering.Self-centering levers control all crane motions through servo valves and hydraulic power.Comfortable all-steel cab with sliding door, roof window, large folding-out front window, hot-airheating and ventilation system. The cab is hydraulically tiltable to an angle ov 15°.Four-section power-telescoping boom, fabricated from high-grade Close-grain structural steel,featuring the familiar DEMAG »ovaloid« design of rectangular box members with rounded-offcorners. Each center section slides on diagonally self-centering plastic shoes. Boom headwith mounting lugs for fixed and luffing fly Jib.216,000 Ib, to be divided.Standard equipment are: electronic overload cut-out (load-moment limiting device) with digi-tal read-out for hook load, rated load, boom length, boom angle, load radius; monitoring- devi-ces to assist in trouble shooting; analog display to indicate the capacity utili;z:ation; limit swit-ches on hoist and lowering motions; pressure-relief and safety holding valves.

•

Optional EquipmentThe Superfitl attachment is ,8 simple means fa Increase the litling capacity of the normalcrane. It essentially consists of a boom-suspension mast with guy ropes, which provides foran automatic rope- length adjustment for boom telescoping, and a 93,000 lb Superlift coun-terweight. The suspension mast is lowered to the main boom when not needed, or for roadtransport. No auxiliary crane is required to mount or remove the counterweights.Non-telescoping, non-folding fixed fly jib of 26 - 223 ft length, using components of theluffing fly jib (angular adjustment to 0° and 20°).59 - 295 ft length, with luffing mast, guy ropes, electrical equipment, and safety devices (the2nd hoist unit is necessary to use the luffing fly jib).93,000 Ib, to be integrated in the standard counterweight, assembling and disassemblingwithout additional crane.For special duties on main boom 52 ft,Additional reeving possibilitv at the boom head for duties more than 688,000 lb.When working with 59 tllufting fly jib, an additional weight on the fly jib head is required. •