LIEBHERR

ANTHONY CRANE RENTAL

300 TON

LTM 1225-A

. .

i LTM 1225 )

g !ii!!!d50ft-H)7ft. ~ ~mma m176400,bs

I Ii I50 ft / 67ft i 84 ft 100 ft l17ft 134ft I 151 ft

r:?

16Sft 185 fti197ft ! ;1) e) II 44 ft

600 ~ 110 482 11~400 ~ 392 I ( I I i [ /,:11 463 377 / 373 ;12 441 i 355 354 ,317 ! //; I l~~:;13 417 335 334 ~300 ; i14 393 ! 319 ~ 319 267 i245 !97 : I II!::15 , 369 ; 305 305 ,27516 : 348 1 295 294 ;267 I::lgj! I lli H17 , 329 286 : 97 i181 16218 ; 311 ! 278 I % !;; i% I IJ7 !181 159 : I li~::20 276 261 250 !23S I217 1 66.5 I1S1 153

86.511/11;;143 90

22 ~ 254 247 ~ 233 /226 [205 [ 92 !174 147 14224 232 23126 212 : 217 l:; i;~ ~::$!;: ;:; g

:.5, :;: i ,212 ! 202 11:

28 19730 .183\WHi% K E-512 X E :.51: :1:: 1% 67 I I I 232 ~ 170 1 170 ~ 169 I166

IR i ZAZ IH ~% i~~ 67 99 I 82.5 ~ =5 ~~.5 ~ 52 ! 43.5 i ~~69.5 102 i 84.5

34 160 ~ 156 ! 155 I15636 : 151 :38 142 i 14 ;Z /M iR E5iR ~R :: :.5 ::.5 I :5 1 :5 :: 1::.1 i :::: ~ ::40 130 129 60 113 100 ;102 58.9 90.5 76 59.6 644s 114 112 54.8 102 91 92 53.2 62.5 71 55.8 60.5 i ;~3 I ~-i i ~50 98.5 I 99.5 50.3 I 92 83 83 48.4 75.5 I 66 52 57.2 [ 48455 88 I 46.5 I 83.5, 76 75 44 6.S.5I 61.5 I 53.9i46;51 i j ;:48.360 II 78.5 43.3 I 76 70.5 ; 68 40.2 63 57.1 i 44.8

e

65 70 ! 40.6 ! 70 65.5 62 37 58.4 53.2 I 41.670 38.3 I 6475

% I 2:~;::~ ::615 ;;: %3 %::12:1% a:i%~ ::I 58.3 i 58.1

80 II 52.1 4 54.4 4985 44.2 48.8 45.8 %12:1%!% :;:! %:1;:::1 :90 ! 43.1 26.19.5 I I %:: Y I :::! 2: ! :40.1 ; 37.5; 40.2 24.7 37.5 I 35.1100 23.5 I 35.2 32.8 ! 26.2105 : I 33.1 I 30.8 I 24.8 % I ~.; ;::: I ::110115 I M i 3.3 i g; %; I E; %: I R120 25.8 ) 21.4125 24.4 / 20.5 ::: I E:; I R 1 M130 I I 23.2 19.7 22.4 20.7 17 130135 ~ 21.2 19.7 15.8 135140 : ; 20.1 18.7 14.8 140145

I18.9 17.9 13.9 145

150 , I 16.5 17.1 13.1 150155 ! 16.3 12.5 155160

il15.7 11.9 160

165 ! I 11.5 165170

I l~i11.1 170

175 10.7 1750 i4692 092 o 92 0 92 ! 92 0 92 , 92 ;100(1o 00 0!46 92 92 0 92 ; 92 92 92 92 I 100 jIIo 100:0 0 46 0 62 ~ 46 I 92 9292!92

Io :0 092 0 0 0 92 0 0 92 46 921,with additional equipment. over rear. support base 339 Ax i~st~ TA2 98o73 /9s076a,with addltioti pulley block, over rear, support base 339A x .282%

Lifting capacities are given in kips (1,000 lbs)..

I LTM 1225 ]

*c185%I

50 ft 67 ftI64ft 100 ft l17ft 134ft 151ft 16Sft 185 ft i 197ft I

o

10 481 / 400 i 39011 457 I 377 371 II II 11::12 431 1 355 ; 352 317 1213 403 ! 335 334 aoo

% I :;; ; ;: :: ~: :i

1314 1415 1516 332 I 295 1 291 267 241 97

314 I 286 i 279 1!16

17 260 236 97 161 162 1718 297 278 ( 268 252

96.5 /;;; i;;; 143 90230 97 18

20 266 260 i 247 238 217 2022 242 1 240 229 225 205

~ 221 : 214 %.5 I:: I::: % %: 110 i22

24 221 211 19426 202 202 I 200 197 184 832s 187 187 I 186 183 175 78.5 I% IH H : .% 186 168 !1{30

;: I 17432 ! ;;: I% % :.5 i% R ::: ;;; I;:: ! ;:.5 I :;.5 :; ::34 1s2 150 150 148 68.5 1131 114 116 6736 143 137 ,141 139 65.5 1124 109 112 64 ;: igH1;.5 ; R I :;:: ;:38 135 124 132 131 63 118 105 107 61.5 93.5 / 7s 61 6540 124 123 60 113 100 102 58.9 90.5 I 76 59.6 64

;;.1 ,:4: ::

45 108 107 54.8 102 91 92 33.2 82.51 71 55.8 60.5 50.3 I 42.9 4550 94.5 93 50.3 92 83 83 48.4 I 75.5 I 66 52 57.2 48.4 I 42.155 82 46.S 82.5 76 75 44 68.5 61.5 48.3 53.960 72.5 43.3 74 70.5 68 40.2 63 I 57.1 44.8 50.7 :::: I & :65 64.5 40.6 ~ 66 65.5 62 37 58.41 53.2 I 41.6 47.7 42.1 I 36.3 6570 38.3 i 59.1 I 61.5 57.2 34.2 53.9 I 49.3 t 38.8 44.875 53.2 57.3

39.9 i 36.6

80 47.7 52.7 % :;2 I :; I :;: I :::; :: %1::::1 : @85 42.6 47.7 43.8 27.7 42.9 I 40.2 31.5 37.2 33.7 I 31.4 I 8590 39.4 26.1 40.1 I 37.5 29.6 35.1 31.9 i 29.8 I 9095 35.5 24.7 37.1 35.1 27.8 33 30.1 28.1 95

100 23.5 33.9 \ 32.8 26.2 31.1 28.5 ; 26.3 I 100105 30.8 I 30.8 I 24.8 2S.4 26,9 I 24.5 ] 105110 28 29 I 23.6 27.8 25.5 i 22.8 I 110115

II25.5

120 I ;:: I %: I % ;::::;::1 :::125

I % I%: % 20.7117 I %21,7 , 18.2

130135 20.8 19.7 15.8 135140 19.2 18.7 14.8 140145 17.6 17.9 / 13.9 145150 16.3 17.1 13.1 150155 16.2 I 12.5 155160 ISOI i 11,9 160165 !

111.5 165

170 I 1 11.1 170175 I ! , I 10.7 I 175

0 i 46 92 0,92 0 92 0 92 92:0192 92 100 I Io I o 0 0 \ 46 ~ 92 92 0 I 92 92 ~ 92 [ 92 92 100 1110 :0 0 0 0!46 o 92 1 48 92 92 t 92 92 100 11110 10 0 92 0;0 o 92 0 0 92 I 46 92 100 lIv

t>~~b ~di~i~na]ewipment, overrear,rmq)potibase33,9%,, x 1S%% TM 9S074 / 9807791 ~~~b ~ddi*~O~~~ ~u,]ey blink, c,veI-mar. supp,m-tbase 33%%.. x 2S-21,4.-

3

Lifting heights.

e

r r

FIIH?NX NI \ 1 I I

\ \

o 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 18C

210

200

190

180

170

160

150

140

130

120

110

100

90

80

70

60

50

40

30

20

10

0)n

4

@!!!!Yz

@!!!ii15.ft.197ftml ELoo @!ls1992001bI

50 ftIi 67 ft 84ft 100 ft 117ft 134ft / 151 ft 168 ft 185 fti197 ft

11 s) I M -~ ft10 46911

j~~ i ~~~ :Ill

10436

1211

404 355 344 31713 II 12374 335 326 300 I14

13349 319 31i3 ;287 245 97 i

I15

14326 305 297 275 24S 97 ~ , 1s

16 30617 H I %: ~%

241 97 / 16289 236 97 181 162

1817

273 270 261 252 230 97 i181 159240 !237

1820 244 244 217 96.5 :181 153 143 9022

20222 222 221 217 205 92 :174 147 142 86.5

24 1 i22

203 203 202 200 193 S7.5 ;167 141 14026

82.5 I110 , 24186 1S6 183 181 83 I159 135 135 79

28 !;; 186 16826

172 172 170 166 76.5 151 129 131 76 !

30 159 159 ;157 151 75 143 124 12632 148 148 145 139 71.5 :133 I118 121

::: ~::; ::51:;5 :; / ::

34 138 138 135 128 68.5 124 114 115 67 99 82.5 64 66.5 52 i 43.536 126

34129 129 119 65.5 ;115 109 109 64 96 80.5 62.5 66 52 43.5

3836

120 120 :117 109 63 i106 105 102 61.5 i 93.5 78 61 65 52.1 , 43.440 I109

38101 60 ! 9s.5 100 96 58.9 I 90 76 59.6 64 52 I 43.3 40

45 92.6 85 54.8 83.5 89 81.5 53.2 80 71 55.8 60.5 50.3 I 42.950

4576.5 73 50.3 72 7s 70.5

5548.4 70

63 46.5 62.5 I 68.560

61.5 44I 54.7 43.3 54.3 I 60 53.6 40.2

:;.: ,::.: / :.; ::: ::: ; :::, ;;

65 47.4 40.6::: I :;:: ::3 ;;.2 42:6 42:9 I ;;i ;$; ;i; ; ;::; ::

47.8 47.970 38.376 ! 37.4 I 43 37.4 31.7 ! 38.1 38.5 36.1 39.7 37.7 ! 34.980

7532.8 I 38.2 33.4 29.6 \ 34.1 34.7 33.7 35.9 35.5 I 33.1

8580

28,7 34 29.8 27.7 30.7 31.3 / 31.5 32.5 33.1 ~ 31.490

85I

26,4 26.1 27.7 28,3 I 29.6 29.6 30.3 29.89s

901 I1

23.2 24.7 25 25.7 27.8 27 27.7 I 27.6 : 95,

100 , 23.5 1 22.4 23.3 26.2 24.6 25.4 i 25.3105

100I

110115

I :::: ::1 ~ g: ::-; R i ;;:; 105I I 1 ::: ::61::6E15.6 17.1 22.5120 15.2 21.1

125:;5 I % ::::

16.5 ~ 16.5130

125

13515.1 I 15.2 130

II

12.5 13.7 13.9140

13511.2 12.5 ! 12.6

145140

150 ) i l:.s R 1 M %155 1160 1 I

9.2 I 9.2 1558.2 ;

1658.3 : leo

I7.4

170165

6.6175

170( 1: I 6.8 175

0 46 92 0 92 0 92 00

92192\0 92 92 100 I)0 I 0192 ;92 (92 92 92 1 100 II

::; : ~; 4: i ~: : ~g~~g~~~[ :: :: ,00 ,~100 m

u fith additimudequipment, over rear, support base 339!4x 188% TAB 98o75 /9.s07sS1with additional palley block, over rear, support base 339!6x 2S2,5

5

LifBing capacities at guyed telescopic boom.

iii!iJ1,7ft.197ftm Eloo m231500*bsp

l17ft 134 ft 151 ft 168 ft 185 ft 197 ft

4 ft20 149 I 1 2022 149 I 2224 149 11426

2-4149 114

28 14926

114 87.530 149

28114 87 66.5

3230

149 114 86.5 66.534

32146 114 86 66.5 49.7

3641.2

14134

114 85.5 6638

49.7 41.2 36136 114 85 66 49.7

4041.2 38

130 114 84.5 65.545

49.6 41.2 40116 112 83.5 64

5048.4 41.2 45

103 104 82 6355

47.8 41.2 5091.5 93.5 80.5 62 47.4

6041 55

81.5 83.5 79 60.5 46.965

40.573

6075 76 59.7 46.3

7040.3

6665

68 69.5 58.8 45.775

40 7059.6 62 63.5 58 45

8039.7 75

54.1 56.2 58 56.985

44.4 39.4 8049.2 51.3 53.1 55 43.9 39.1

9085

44.7 47.1 48.9 5195

43.4 38.5 9040.6 43.1 44.9 47.1 43

10037.8 95

39.4 41.3 43.6 42.5105 36

37.2 10037.9 40.2 41.8

11036.5

33105

34.9 37.3 38.9115

35.9 11029.5 32.2 34.5 36.1

12035.3 115

29.6 32 33.6125

34 12027.3 29.6 31.3

13031.7 125

25.1 27.5 29.1135

29.6 13025.5 27.2

14027.6 135

23.G 25.3145

25.7 14021.6 23.6 24

150145

18.1 22155

22.4 15020.5

16020.9 155

1s.9165

19.5 160

1701s.2 165

17516.9 17014.3 175

f

I 92 92 92 92 92 100 III I 92 92 92 92 92 100

/. :1 :46 92 92 I 92 100 171

0 0 46 92 100 IlvTA2 98264

.

EiEzlLifting heights.

aGuyed telescopic boom,

220

4 210

200

190

180

170

160

150

140

130

120

110

100

90

80

70

60

50

40

30

20

10

00 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180ft

ft

7

I LTM1225 t

0 IiiE!ill..ft.l..ftCzIk%kftEl ELoo@E114316.S ft 1s5 ft

46 ft 76 ft I 69 ft 92 ft l15ft

)?

13sft !

20 I 20 I o : 20 o I 20 ! 0 I 20 o

50 32.7

A ft

] 2:4 I

I \ 17.8 i

I 5055 32.7 \ 23.4 55

60 32 19.4 I 23.5 17.9 13.8 10.4 60

65 30.3 18.7 23.5 ! ~~ ! 13.9 i 10.4 65

70 28.8 18.1 23 14..9 i 18.1I

13.9 I 10.5 7.7 70

75 27.3 17.6 22.3 14.3 ~ 17.9 11.2 13.9 10.5 7.7 75

80 26 17 21.5 13.8 , & ~ :::; 13.8 I 10.4 7.7

85 24.8 16.5 20.7 13.4 ! 13.3 10.2 7.6 i290 23.7 15.9 20

::: ~ ::; j ;:12.9 7.8 , 10

95 22.6 15.2 I 19.2 12.4 7.5 ; 9.6

~1~

100 21.6 14.6 18.5:::: I ;::; ! .x

11.9 7.2 9.3 5.7 7.1 100

105 20.7 13.9 17.s 11.5 6.9 ! 8.9 5.5 6.9 105

110 19.9 13.3 17.1 11.4I

13.7 i ~~ 11 6.6 i= ;:; 6.6 110115 19.1 12.8 16.4 13.2 , .:x / ;;.: ;;.;

10.6 6.4 6.4 115

120 18.4 12.6 8 10.1/ T,

6.1j ;:; :; :: ~ :::125 17,7

130 17.1

13s 16.5

;;.; ~ =:6

.,

~ ~ ;::: ~ $; ~ g .3 :.: ~.; I ;;;

140 15.7 10.5 13.5

:.7 I ~z:~ ~ ~8 $ 2 ::: $ b

140

145 14.9 10.1 12.9 145

150 14.1 9.8 12.5;:; I ;:; I ;; ;:; :.8 :: [ :: ;::

150

15s 13.4 9.5 12 155

160 12.7 9.1 11.5 7.9 8.9\ :;

7

165 12 8.8 11.1 7.6 8.5 6.7

170 11.4 8.5 10.5

:: ~ ;: I ;:;; / ;13;

7.4 8.1 I :9 6.4 I 4.44.3 i ::2 ~ :k % 170175 10.8 8.2 10 7.2 7..9 + 6.1 175

180 10.1 7.9 9.4 6.9 \;; i5: ; ,~ ;; y ;:: 180

1s5 9.3 7.6 9 6,7 185

190 8.4 7.3 8.5 6.6 1:.7!H u ;8 z :: z 190195 6.7 6.7 8.1 6.4 195200 7.6 6.3 6.5 I 5 5 3.7

205 7.1 6.1 6.3 ~ 4..S 4.8 3.6 ;.8 [ 26 ;., i E

210 6.1 : 4.7 4.6 3.5

1:

2.6 210

215 5.9 ! 4.5 4.4 2.5 215

220 5.6 ; 4.4 4.3 g,:;~ 2.4 220

225 5.2 4.3 4.2 2.3 225

230ifi

4.1

;:; I ;:: I

230

235 3.8 235

240 3.7

31::1

240

245 3.5 245

250 ~[::~ 250

255 . 255

TA8 98079/ 9S081

Remarks referring to load(dmrts.1. The tabulated lifting capacities do not exceed

85 % of the tipping load.2. The cranes structural steelwork is in accord-

ance with DIN 15018, part 3. Design and con-struction of the crane comply with DIN 1501s,part 2, and with F. E. M. regulations.

3. The S5 % overtnming Mutt values take tntoaceonnt wind force 6 = wind speed 20 mph.

4. Lifting .?apaeities are given in kips.S. The weight of the hock blocks and heoks must

be deductsd from the lifting capacities.6. Working radii are measnred from the slewing

eentreline.7. The lifting capacities given for the telescopic

boem only apply if the foldfng jib is taken off.S. Lifting capacities ars subject to modifica.

tions.9. Lifting capacities above 356 kips only with

speeial eqnipment.

Lifting heights.

eLattice fly jib.

340 ft

330

320

310

300

290

280

270

260

250

240

230

220

210

200

190

180

170

160

150

140

130

120

110

100

90

80

70

60

50

40

30

20

10

0

0 10 20 30 40 50 60 70 80 90 100110120130140150160 170180190200210220230 240250260 tt

I

I

I

I

9

lizi!il%h.ftm157ft.207ftE!!!xlEL. L!!!ELoo,@50 ft 84 ft

I 57 ft 69 ft 92 ft 115 ft 138 fti161 ft i 184 ft 207 ft 57 ft 69ft I 92ft l15ft 138 ft ! 161 ft 184 ft 207 ft

30 11432 112 ; II ill;:

34 109 111 86 I36 106 109 85.5 l;;38 104 107 84.540 100 104 f 84 65.5 94 83 I 66.5 iil~45 84 89.5 82 64 9350

82.5 / 6669.5 77.5 ; 77.5 63 50.4 , 83.5 81.5 65.5 48.7 1!!::

55 54.6 66 70.5 62 49.4 39.7 71.5 7760 56.1 62 60.5 48.5 3965

,7, 1 =5 R %! 29.21 ~ ~ %58.6 6847.4 s 54.9 58.5 47.5 38.4 I

I 56.9 I %46.7 . 63 38.9 I 29.2 i 65

70 ; 48.6 53.3 46.6 37.8 } 30.3 47.7 38.3 I 29 \ 23.6 7075 / 42.6 48.3 45.6 37.1 29.8 21.8 / 50.7 ~ 45.1 37.7 I 28.6 , 23,380

7537 43.7 44.5 I 36.5 29.3 21.4 I 44.9 I 44.3 37.2 I 28.3 i 23.1 18 80

85 ! 31.4 39.5 42.7 35.8 28.8 21.1 i 39.2 ! 43.6 36.6 I 28 I 22.9 17.8 8590 i 25.4 35.6 39.4 35.2 28.4 20.7 33.9 i 40.3 36 27.7 I 22.6 17.7 9095 31.9

I 28.2 %.: 2: % : :4I 27.3 36.8 35.4 / 27.4 \ 22.4 ; 17.5 ;

100 33.3 34.8 I 27 i 22.1 17.3 s 100105 24.7 30.2 31.7 26.9 : 19.7 29.8110 21.5 27.5 29.4 26.4 19.4 26.7

~u~ I =1 i ~j~ ~~~ ~ 1:110115 24.9 27.2 26 , 19.1 22.6 28.7 26.1 j 21.4 i 16,7 115120 22.4 25 25.3 ~ 18.8 26.2 25,7 I 21.2 I 16.4 ~ 120125

I19.9 23 24.1 j 18.5

~ :: ~: / :;7 ~ ;;8 ~ ::130 17.9 21.2 22.5 : 18.1135

I14.8 19.3 20.9 17.7

i! % %18.9 j 22.2 , 20.5

140 17.6 19.4 1 17.2 15.9 I 20.4 I 20.3145

I15.9 17.9 16.7 II 18.7 ~ 20 15 j 145150 14.6 16.4 ~ 16.3 16.9 I 19.7 14.6 150

155I

12.6 15 ; 16 15.3 18.4 ~ 14.4 155160 13.7 15.4 13.2 i 17 I 14.2 160165 12.4 14.6170 I 11.6 13.4 I i i 2;, E.g %175 10.1 12.2 13 : 13.7 175180 8.3 11.1 11.5 I 13.1 180185 10.1

I 1,9.5 12.1 185

190 8.9 7.2 10.9195

I6

200 6.9 I R M205 7.6 205

. . ------

Fi!i!slR.%-168ftm.-.,,,ml EL. EL.oolbs#l17ft 151 ft 168 ft

I I69ft I92ft l15ft 1X+16M, 184 ft 207fti 69ft ~92ft l15ft~1313ft\161ft 184 ft 69 ft 92 ft 115 ft~13t3ft

,$!50

- ft52.4 I43.3 I

5550

51.5 / 42.6 33.1 30.3 24.2 21 5560 50.5 41.8 32.5 26.8 29.7 I 23.9 17.2 ~ 20.6 15.4 I65

6049.6 !41.1 31.8 2* 29.1 ! 23.5 17 I 20.2 15.1 65

70 48.6 I40.4 31.3 26 19.8 2S.5 I23.1 16.8 I 12.875

19.8 14.9 10.2 ! 7043.4 I39.7 30.7 25.5 i19.7 15.7 27.9 i22.8 16.6 I 12.6 9.2 19.4 14,6 10 7.1

80 38.9 30 25.1 19,5 15.5 27.3 /22.485 38.2 29.4 24.7 19.3 15.4 26.7 22.1 :::1 R I :: ::6 ;:: :;! :9 I :

90 37.5 29 24.3 19.2 15.3 11.4 21.7 16 I 12.3 I 8:8 6.4 13.s 9.3 6.s ;95 9033.6 28.7 23.9 19 15.1 11.3 21.3 15.8 12.1 I 8.7 6.3 13.5 9 ( 6.7 I100 28.4 23.5 1s.s 15 11.1 15.5 / 12

15.SIIL91 ::: ::: 13 % :::1 ii13.2

105 128.1 23 18.7 14.8 11110

~ 26.3 z; ::2 ::: w i227.8 15.1 I 11.8 S.3 6.1 12.7 8.3 I 6.3 ~115 11014.9 I 11.6 8.2 6 8.1 I 6.2120

115;22.9 22.5 1s.1 14.4 10.6 14.7 ~ 11.5 ! 8.1 5.9 7.9 I 6.1

125120

[ 22.3 18 14,3 10.6 14.5 I 11.4 I 8 5.8 7.7!6/130

125

I 22.1 17.8 14.1 10.5 14.2135

11.3 I 7.9 5.8 7.4 i 5.9 ~ 13021.9 17.6 14 10.4 11.1 I 7.7 5.7 I 5.8 !

140135

20.2 17.5 13.9 10.4 11 - 7.6 5.6 5.7143

14016.6 17.3 13.7 10.3 10.9 ! 7.5 5.5 5.6 !

150145

13.9 17.1 13.6 10.2155

10.7 7.4 5.4 I 5.5 I 1501 16.9 13.4 10.2 5.4

1601 5.4 ! 155

16.1 13,3 10.1 ~ ;; 5.3 ,165 I

16014.1 13.1 10.1 5.2

170165

10.4 13 10 6.9 5.1175 12.9 9.9 6.8 5.1 Ii;:180 12.6 9.8185 11.8 9.8 I :.9 I 1% m190 9.6 9.7

~ ::190

195 7.9 9.6

II I ~195

200 9.5 1205

2009.1 I

210205

/17.9

I 1! I210

215 5.9 215TA2 98164.2/3

11

[ LTM12:

-J

--l-i.2/3

Lifting heights.

Luffing lattice jib.

320 ft

310

300

290

280

270

260

250

240

230

220

210

200

190

180

170

160

150

140

130

120

110

100

90

80

70

60

50

40

30

20

10

00 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160ft

IMescopic boom: S2

12

( LTM1225 ]

II

Lifting capacities at the Uuffing lattice iib.

@i!!!il7550 ft-84 ft iii?i7ft-207ft ~ ~360 ~M3300h -485%--JI

50 ft 84 ftI(

57 ft 69 ft 92 ft 115 ft 13s ft 161 ftI184 ft1207 ft 57 ft , 69 ft 92 ft 115 ft i 13t3ft 161 ft ls4ft I207ft50 92 S8 1 1 ! ~ :;55 79 83 67 79 70.560 65 73.5 66 50.6 73.565 49.5 63.5 65.5 50.4 i 6S %% E:: ~ ! ::70 53.6 ; 59.*I 50.1 61.5 64 53.975 53.7 i 49.s 39.8 I 59.8 53.4 f 40.5 11;,80 i 47.7 49.1 39.5 31.4 I 53.4 52.9

40.1 / 31.8I 42 I 47,1 39,2 31.1

8085 41.3 52.5 39.S [ 31.6 8590 ! 36.6 i 43.2 38.9 30.995 I 31 I 39.2 38.6 30.6 25

48.2 / 39.5 j 31.343.1 I 39.1 I 31.1 24.9 I ,:

100 1 I! ~ ;:5 z:; ::; % 19

37.8 38.8 30.9 24.7 100105 38.5 30.6 24.5 19.5 105110 I I 28.4 33

I 24.8 30.5 ~~ I % i H:;35.7 30.5 24.4

19.2,15 ! :::19.4

115 32.5 30.1 24.2120 I 27.9 28.7 23.9 1s.5 29.1 29.6 24 19.1 14.8 , 120125 25.4 27.2 23.6 18.4 25.5 29.2 24 19 : 14.7 i 125130 22.9

R; I 2: R20.4 I 28.1 23.7 18.9 14.6 i 130

135 20.4 I 26 23.4 18.8 \ 14.5 I 135140 17.8 21.7 22.4 [ 17.7 23.7 23.1 18.6 ; 14.4 I145

14019.9 21 17.5 21.3 22.7 18.4 ; 14.3 t 145

150 18.2 I 19.7 17.3 18.8 22155

15016.4 18.3 17.1 20.5 R ~ :::;I

160155

I 14,7 17 16.9 18.8 17.6 I 13.9 I165

160I 15.6 16.7 17 17.3 : 13.6 I

170165

%: I :215 17 13.5 170

175 12.4 16.7 13.3 ;180

17511.5 13.9 15.8 { 13.1 i 180

185 10 12.8 14.4 12.9 i 1s5190 8.7 11.7 12.9 12.6 190195 I 10.6 11.5 12.5 195200 9.4 I 12.1 ! 200205 8.3 11.3 \ 205210 7.3

I10.1 210

215 5.9 9.3 1 215220 ( 7.5 220

TAB 98185.1

13

* E!i!!!Q%.1G8ftkii!!!i9ft-207ft ~ ~.... ~M3mm@117 ft 151 ft 188 ft

F69 ft\92ft 115 ft 138 ft161 ft 184 ft 207 ft~69 ft 92 ft 115 ft:lssft 161 ft 184 ft.69 ft ~92 ft l15fti138ft A ft

70 43.7 [75 43.5 I 35.9 24.3 I I/g80 43.3 I 35.8 24.2 ~ 17.3 I85 43.1 i 35.6 24.1 16.8 I i!::90 40.6 I 35.5 27.9 23.3 18.8

I 35.3 27.8 22.6 I ::; I ,2., [i%95 22.6 18.7100 34.7 27.7 22.6 21.8 18.6 13.9 ~105 33.2 27.5 22.5 18.1 1s.5 13.s I 10.5

i ;;.5 ] ;;.; i j ~~~\

110 31.6 27.4 22.4 18 . 17.9 13.8 I 10.511 ;: ~ 5.6 i R14.5 11

115 29.6 27.3 22.4 18 13.9 17.2 13.7 ! 10.4 10.6120 26.8 22.3 17.9 13.9 16.6 13.6 i 10.4 7.5125 25.9 22.2 17.9 13.8 10.4 16 13.6 i 10.4 7.4 5.4 IIN ;%:: ;2130 24.9 22.1 17.9 13.s 10.4 15.4 13.5 10.3 7.4 5.3 9.5 6.9 ; 5.6 ~135

13023.6 21.8 ~ 17,8 13.7 10.4 13 10.3 7,4 5.3 I 6,7 5.5 ~

140135

21.4 I 17.7 13.7 10.3 12.4 I 10.2 7.3 5.3 ! 6.5 5.5145 ! 17.5

14021 13.6 10.3 11.s I 10.1 7.3 5.3 i 6.4 I 5.5 ~

150145

20.3 17.3 13.6 10.2 11.1 9.7 7.3 5.319 7.3 5.3 i

6.2155

; 5.3 ; 15019.5 17.1 13.3 10.2 6.1 1 5.1

160155

18.2 I 16.8 13 10.2 8.2 7.1 5.2165 1: 160I 16.3 12.6 10.1 7.4 6.9 5.2170 ~ 15.8 12.4 9.9

I 15.3 12.1 9.86.7 6.7 5.2

175 5.9 6.5 5/,:. : ;:

180 / 14.6 11.8 9.6185 II I ~ %6.2 4.811.5 9.4 5.9 4.6 ,190 I 11.3 9.3 I 5.6 4.4 )195 II:;

I i k :!

5.3 4.2200205 ;.8 ! ~ II%210 8:6 I 3.5 1

I210

215 8.4 I 3.2 1/ 215220 8.1 I ~ 2.9225 7.8 1! !1%:

TAB 9.9185.2/3

14

( LTM1225

Lifting heights.

eLuffing lattice jib.

I

310ft

300

290

\*

280

270

260

250

240

230

220

210

200

190

180

170

160

150

140

130

120

110

100

90

80

70

60

50

40

30

20

10

00 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180ft

Telescopic boom: 75

I

15

*Lif#ing capacities at the Buffing lattice iib.

Ei!51%t.wftis!EiL207ftPII ELooE!E114350 ft 84 ft

+; ft I 57ft ! 69ft ~ 92ft il15ft 138 ft 161 ft~184 ft 207 ft 57 ft i 69 ftI

F92 ft 115 ft 13Sft 161 ft 184 ft1207ft ~ ft

55 I

35 I SO.5 I I55

60 6065 73 f 75.5 j

57.5 i 6S.5 !65

70 59I

7075

~ 60 61.5 I :.6 i ;:.2 75

80 57.4 48.385 51.7 48.3 51.7 49.3 ,90 46.3 47.5 I 47.1 45.9 i:,

95 41.1 45.2 37.5 1 43.6 ] 95100 35.5 41.9 37.2 41.5 ! 39.4 100105 38.4 36.4 29.5

!39.7 3s.4 30.s 105

110 35 35.8 29.5 38.3 36.7 30.8 110115 31.6 34.4 29.1 I 34.3 35.1 30.4 115120 28.1 32.4 28.5 23.7 33.7 29.8 24 120125 30.1 28.1 23.4 32.3 29.2 24 125130 27.7 27.7 23.1 31 26.6 23.5 130135 25.3 26.6 ! 22.7 17.7 27.9 26 23.1 19.1 135140 23 25.1 I 22.4 17.4 27.2 22.8 18.9 140145 20.5 23.4 22.1 17.1 26.i 22.5 18.6150 17.3 21.7 21.8 16.9 25 22.1 18.3 % I ;;:155 20 20.9 16.7 23 21.8 18 14.1 155160 18.3 19.7 16.5 20.4 21.4 17.7 13.8 160165 16.6 18.5 16.4 ; 21 17.4170 14.6 17.1 16.2 20.1 17.1 M I H175 15.9 16 : 18.6 16.7 13 175180 14.7 15.7 16.7 16.4 12.7 180185 13.3 15.2 16.1 12.5 I 185190 12 14.2 15.8 12.2 [ 100195 10.5 13.2 15.4 11.9 195200 ! ~z

Ei!!i68117 ft -168 ft b?!i9ft.207ft ~ ~mo. ~1...oobii?#q

l17ft 151 ft 168 ft

4-J ft I I69 ft 92ft /l15ft 13s ft 161 ft 184ft 207 fti69 ft 92 ft l15ft 13Sft]161ft 1s4 ft 69 ft 92 ft l15ft 138 ft90 38.8 I 9095 36.2 95100 33.6 33.2 !

31.6 !100

105 31 22 105110 28.5 30 I

I -J20.8 110

115 28.4 I27.1 19.6 15 115120 26.9 26.5 18.4 17.2 14.2 120125 25.3 I 24.8 22.3 16.3 13.5 11.4 125130 23.7 I 23.3 22.3

[21.9 21.815.4 12.7 10.9 130

135 14.6 13.2 10.4 135140 20.6 21.2 17.7 13.9 12.5 10145 19.5 20.4 17.4 13.1 11.s 10.2 9.5 ::1 I 2150

I RI :;; ;:; ,3.412.5 11.1 9.3 j 9 7 150

155 10.6 8.6 I 7.4 8.5 6.7 5.4 i 155160 17,7 16.2 12.9 10 7.9 I 7.2 6A 5.2 I 160165 16.9 15.4 12.4 10.1 9.6170

7.2 I 6.8 5.516 14.6 11.9 9.9 I 9.2 6.6 6.4 5.5

175 15.1 13.8 11.5 9.6 I 6.2 6.1 5.2;;! , !y ;;

180 13.1 11 9.4 :s / :; :.: 4.3 I 180185 12.5 10.6 9.1 4.1 185190 12 10.2 8.9 I 5.3 \ 5.2 4.1 3.9 ~ 190195 11.6 9.s 8.6 I 5.2 I 4.9 3.8 3.7 ; 195200 11.3 9.4 8.3

8/4.7 3.5 3.4 200

205 9 4.5 3.2 I 205210 8.7 7.7 ] 4.4 2.9215 8.4 7.4 I 4.3 2.7 I %220 8.2 7.1 I 2.4 220225 6.9 i 225230 6.6 I235 6.3 : I %240245

;7 j 11%TA2 98187.2J3

17

I LTM 1225 1

LifSing heights.

Luffing lattice jib.

ITel

290

00 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 ft

escopic boom: 68

1

10

Dimensions.

18212 76+=863/.+ 5+++5+5&7&&+++5 +5+ &+7-44

474+ 5641/2 +

3310235 ~lo5

r

~118 +

3311

0@ A DirnensiomA~B6 * j CID IEIFUIPIB116.00 R 25 13% 127% 131 M : .94% ~ 910 143/4 18% 22 1.s 14

Iowemd

19

Weights.

Axle ~12i3 1 s~ri lbtal weightlbs 26500 26500 26500 26500 26500 26500 159000

I Load @pS)) I No. of sheaves I No. of lines 1 Weight lbs1

495 12 24 ~ 5950370 9 17 ! 5290300 7 15 I 3240220 5 10 I 2755150 3 7 I 2095

66 1 3 1. 167522 1 I 860

Working

E!!!@

P 1; 2 3 4 5 Re

okmlh 9.3 I 14.9 23 34.1 47.2 8.70kmlh .~~- 5 ~ 8.7 13.7 19.9 27.3 4.7 40 JOc1@ 16.00 R 25

mI Drive I infidtely variable I Rope diameter / Rope length Max. single line pull

0-460 fthnin single line Xlia11312 11220 lbs

O-460 fthn.in shgle line 1%= I 1148 11220 Ibs

0360 0-1.6 rpm4

\ aPpTOX. 70 seconds to reach 83 beom angle. . . ..

aPP~x. 450 seeonds for boom extension from 50 ft. 197 ft

20

CraneFrame:

@!!w35-carrier.

Outriggers:

Engine:

lMmsmission:

Axles:

Cardan shafts:Suspension:

Tyres:Steering:

Brakes:

Operators cab:

Electrical system:

Liebherr designed and manufactured, box type, torsion resistant, all-welded construc-tion made of high-tensile structural steel.4 sliding beams with hydraulic extension cylinders and hydraulic support pad j acFront outriggers mounted between axles 1 and 2, rear outriggers at rear of truck *chassis.Diesel, 8 cylinder, watercooled, make Liebherr, type D 9408 TI-E, output 400 kW DIN(544 HP) at 2100 rpm, max. torque 1643 lbs-ft at 1200 Wm.Fuel tank capacity: 132 gallons.

Allison, type CLBT 755, automatic transmission with torque converter and hydro-dynamic retarder brake. 5 forward speeds, 1 reverse. JMmsfercase with differentialand off-road range.Heavy duty crane truck axles, all 6 axles sprung. Axles 1 to 3, 5 and 6 steered. Axles 1,5 and 6 are planetary axles, intermediate differential at axle 5, all driven axles with

;! transverse differential.All cardan shafts with 70 diagonal toothing.All axles with hydropnemnatic suspension and automatic levelling. Load equalizationbetween axle pairs I + 2, 3 + 4 and 5 + 6. Axles cem be locked hydraulically.12 tyres, all axles with singIe tyres. we size: 16.00 R 25.ZF semi-integral power steering, dual circuit system, with hydraulic servo system andauxiliary pump circuit.Service brake: Servo-air brakes acting on all wheels, dual circuit system.Hand brake: Spring loaded, acting on all wheels of axles 2 to 6.Spacious cab of galvanized sheet steel on resilient mountings, safety glass windows,standardized controls and instruments.

24 V DC, 2 batteries, lighting according to countries regulations.

Crane superstructure.Frame:

Crane engine:

Crane drive:

Crane control:Hoist gear:

Luffing gear:Slewing gear:Crane cab:

Safety devices:

Telescopic boom:

Central lubricatingsystem:Electrical system:

Liebhermmade torsion resistant, welded construction of high-tensile steel. Linked tcrane carrier by a triple roiler slewing ring for 360 continuous rotation.Diesel, 6 cylinder, watercooled, make Liebherr, type D 926 T-E, output 170 kW DIN @(231 HP) at 1S00 rpm, max. torque 751 lbs-ft at 1200 rpm.Fuel tank capacity: 66 gallons.Diesel-hydraulic, with 3 axial piston swiveling pumps with servo control and auto-matic output regulation.By 2 self-centering control levers (joy-sticks).Axial piston variable displacement motor.Hoist drum with integrated planetary gearand spring-loaded static brake.1 differential hydraulic rem with nonreturn valve.Hydraulic motor, planetary gear, slewing pinion and spring loaded brake.Galvanized all-steel construction, safety glazing, operators seat with comfortablearmrest integrated control elements, standardized controls and instruments.LICCON safe load indicator, hoist limit switch, safety valves against rupture of pipesand hoses.1 base section and 4 telescopic sections. Individual hydraulic extension of all sections.!Mescoping ram with boom section interlocking device and display of the extendedconditions,Boom length: 50 ft -197 ft.Roller bearing slewing race, boom bearing, luffing ram bearings and winch bearingsare lubricated automatically.24 V DC, 2 batteries.

Complementary equipment.Lattice jibs: Fly jib 46 ft - 13S ft, luffing jib 69 ft -207 ft.2nd hoist gear: For 2-hook operation or luffing of lattice jib.Drive 12 x 8: Axle 2 additionally driven.

Further equipment available on request.

21