LIEBHERR
LTM 1225-A
ANTHONY CRANE RENTAL
300
TON
. . i
g
!ii!!!d50ft-H)7ft.
~
~mma
I 50
1)
e
10 11 12 13 14 15 16 17 18 20 22 24 26 28 30 32 34 36 38 40 4s 50 55 60 65 70 75 80 85 90 9.5 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175
‘
‘ , : , ; ~
600 482 463 441 417 393 369 348 329 311 276 254 232 212 197
ft e)
~
i ! ; 1 !
:
400 377 355 335 319 305 295 286 278 261 247 231 212
I % 250 ~ 233
!;; !23S /226
217 ! 202
l:;
.183\WHi% ~ 170 160 : 151 142
1 170 ~ 156 : i 14’
~ 169 ! 155 ;Z
II
I166 I156
m176400,bs
84 ft
II
16Sft
185 fti197ft !
11~ ! ; i245
(
I
//; i :
!97
I::lgj! : 97
i% I IJ7 !
162 159 153 147
I217 [205
i181 181 1 66.5 I1S1 !174 [ 92
i;~
~::$!;:
K
E-512 X E
:.51:
i ZAZ
69.5 67
IR
iR
;:;
IH
i
I
l~~:;
I
II!::
I
lli li~::
I
: 143 142 g
~%
I
90 86.511/11’;; :.5, :;: i
[
i~~
E“5iR ~R ‘::
/M 100 ;102 130 129 60 113 112 114 54.8 102 91 92 98.5 I 99.5 50.3 I 92 83 83 88 I 46.5 I 83.5, 76 ‘ 75 70.5 ; 68 78.5 43.3 I 76 70 65.5 62 ! 40.6 ! 70 38.3 I 64 58.3 i 58.1 52.1 4 54.4 49 48.8 45.8 44.2 ! 43.1 ; 40.2
:1:: 102 99
:.5 58.9 53.2 48.4 44 40.2 37
1%
I
I
2
! 43.5 i
~~
:: 1::.1 i :::: ~ 64 ;~3 I ~-i i 60.5 57.2 [ 484 53.9i46;51 i’ j
::
67
i 84.5 I 82.5 ~ =“5
::.5 I :“5 90.5 76 62.5 71 75.5 I 66 6.S.5I 61.5 57.1 63 58.4 53.2
I
~~.5 ~ 52
1 :“5 59.6 55.8 52 I 48.3 i 44.8 I 41.6
i
I
:;:!
%
i 3.3 i g; 25.8 ) 21.4 24.4 / 20.5 23.2 19.7
I !
%:1;:::1
I ~.;
l~i 092 0!46 0
0
o 92 46 0
92 92 0 0
0 0 62 92
92 92 ~ 46 0
:
::: 22.4 21.2 ; 20.1 18.9 16.5
! 92 ; 92 I 92 0 I
0 92 9292!92 92
;::: I
: ::
I R I E:; I R 1 M’ 130
%; I E;
20.7 19.7 18.7 17.9 17.1 16.3 15.7
il
0’92
;:
I %:: Y I :::! 2: !
I
,
100:0 :0
~
%
%12:1%!% 40.1 ; 37.5 26.1 24.7 37.5 I 35.1 23.5 I 35.2 32.8 ! 26.2 33.1 I 30.8 I 24.8
I
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ft
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151 ft
r
I
‘
134ft I
l17ft
100 ft
II I ; ,317 ~300 267 ,275 ;267
)
I
Ii
/ 67ft i 1 ~ 392 / 373 354 334 ~ 319 305 294
LTM 1225
92 92
, 92 92
46
92
1,with
additional equipment. over rear. support base 33”9 ‘A’”x i~st~ a,with addltioti pulley block, over rear, support base 33”9’A” x .282%”
Lifting capacities are given in kips (1,000 lbs). .
%:
17 15.8 14.8 13.9 13.1 12.5 11.9 11.5 11.1 10.7 ;100(1 I 100 jII
TA2
135 140 145 150 155 160 165 170 175
98o73
/ 9s076
I
LTM 1225
]
c1 85%
I
I
50 ft
64ft
67 ft
100 ft
l17ft
134 ft
151 ft
16Sft
*
185 ft i 197ft I
o 10 11 12 13 14 15 16 17 18 20 22 24 26 2s 30 32 34 36 38 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155
481 457 431 403
/ I 1 !
400 377 355 335
% 332 314 297 266 242 221 202 187
I :;; I 295 I 286 278 260 1 240 ~ 221 202 187
;:
I 174
i 390 ‘ 371 ; 352 334 ; 1 i ( i
;: 291 279 268 247 229 : 214 I 200 I 186
! ;;:
1s2 143 135
150 137 124
II
II
11::
317 aoo ::
~:
:i
267 260 252 238 225 211 197 183
241 236 230 217 205 194 184 175
97 97 161 97 96.5 / ;;;
I% 150 ,141 132 124 108 94.5
162
1!
i;;;
143
90
%.5 I:: 83 78.5
I:::
%
%:
:.5 i% 68.5 1131 65.5 1124 63 118 60 113
R 114 109 ‘105 100
I% IH H
% 148 139 131 123 107 93 82 72.5 64.5
12 13 14 15 16 17 18 20 22
::: 116 112 107 102
54.8 102 91 50.3 92 83 46.S 82.5 76 70.5 43.3 74 ‘ 65.5 40.6 ~ 66 38.3 i 59.1 I 61.5 53.2 57.3 47.7 52.7 47.7 42.6
92 83 75 68 62 57.2 % 43.8 39.4 35.5
II
110
: .%
i 186
!1{
168
;;; I ;:: ! ;:.5 I :;.5 67 64 ;: 61.5 93.5 / 7s 61 58.9 90.5 I 76 59.6 33.2 82.51 71 55.8 48.4 I 75.5 I 66 52 44 68.5 61.5 48.3 I 57.1 40.2 63 44.8 37 58.41 53.2 I 41.6 34.2 53.9 I 49.3 t 38.8
:;
:;2 I :; I 27.7 42.9 I 26.1 40.1 I 24.7 37.1 23.5 33.9 \ 30.8 I ‘ 28 25.5 I
igH1;.5 ;“’ R I:;::
:;: I :::; 40.2 31.5 37.5 29.6 27.8 35.1 32.8 26.2 30.8 I 24.8 29 I 23.6 ;::
I%
I %: I%:
165 I I
!
;;.1 ,:4:
::
60.5 57.2 53.9 50.7 47.7 44.8
50.3 I 42.9 48.4 I 42.1
45
::::
:
:: 37.2 35.1 33 31.1 2S.4 27.8
%1::::1 33.7 I 31.4 31.9 i 29.8 30.1 28.1 28.5 ; 26.3 26,9 I 24.5 25.5 i 22.8
I % % 20.8 19.2 17.6 16.3
91 ~~~b
~ddi*~O~~~
~u,]ey
blink,
c,veI-mar.
supp,m-tbase
33%%..
92 92 o o
x 2S-21,4.-
3
0 0 92 92
92 I 92 1 48 0
I&
42.1 I 36.3 39.9 i 36.6
I I ] I
: 85 90 95 100 105 110
16.2 I 12.5
155
ISOI i 11,9
160
11.5
1
1 11.1
[ 92 t 92 I 46
I
:::
!
92:0192 92 ~ 92 ‘ 92 92 0 92
65
;::::;::1 21,7 , 18.2 20.7117 I 19.7 15.8 18.7 14.8 17.9 / 13.9 17.1 13.1
,
0 i 46 92 0 0,92 o 0 o 0 \ 46 ~ 92 I :0 0 0 0 0!46 10 0 0 92 0;0 t>~~b ~di~i~na]ewipment, overrear,rmq)potiba se33 ,9%,, x 1S%%’”
;:
65 64
160
170 175
::
92 92 92 92
I 10.7 100 100 100 100 TM
% 135 140 145 150
I I I 111 1111 lIv 9S074
165 170 175
/ 98077
@
Lifting heights.
e
210 200 190 180 170 160 150 r
I
\
\
r
1
I
I
N””””
\
FIIH?’’N’’X’
140 130 120
110 100 90 80 70
60 50 40 30 20 10
o
10
20
30
40
50
60
70
80
4
0 90
100
110
120
130
140
150
160
170
18C)n
@!!!!Yz
@!!!ii15.ft.197ft ml ELoo @!ls1992001b I I
50 ft 11 10 11 12 13 14 15 16 17 18 20 22 24 26 28 30 32 34 36 38 40 45 50 55 60 65 70 76 80 85 90
469 436 404 374 349 326 306 289 273 244 222 203 186 172 159 148 138 129 120
i 67
s) j~~ 355 335 319 305 H 270 244 222 203
84ft
i ~~~
151 ft
168 ft 185 ft i 197 ft
~% ’252 !237 217 200 183 170 ;157 145 135 ‘ 126 : 117 I109 ‘ 92.6 76.5
II 245 24S 241 236 230 217 205 193 181 166 151 139 128 119 109 101 85 73 63 54.7 47.4
97 97 97 97 97 96.5 92 S7.5 83 76.5 75 71.5 68.5 65.5 63 60 54.8 50.3 46.5 43.3 40.6 38.3
I ,
181 i 181 :181 :174 ;167 I159 151 143 :133 124 ;115 i106 ! 9s.5 83.5 72 62.5 54.3
162 159 153 147 141 135 129 124 I118 114 109 105 100 89 7s I 68.5 I 60
143 142 140 135 131 126 121 115 109 102 96 81.5 70.5 61.5 53.6
90 86.5 82.5 I 110 79 !;; 76
1’
:::
~::;
,
i
186
168
! :;
::51:;5
66.5 66 65 64 60.5
52 52 52.1 52 50.3
i 43.5 43.5 , 43.4 I 43.3 I 42.9
34 36 38 40 45
:::
:::
; :::,
;;
::”3
;$;
;i;
; ;::;
::
37.4 33.4 29.8
31.7 ! 38.1 29.6 \ 34.1 27.7 30.7
38.5 36.1 34.7 33.7 31.3 / 31.5
39.7 35.9 32.5
37.7 ! 34.9 35.5 I 33.1 33.1 ~ 31.4
75 80 85
26,4
26.1
27.7
28,3 I 29.6
29.6
30.3
I
23.2
24.7
25
25.7
27.8
27
27.7
23.5
1 22.4
23.3
26.2
I
::”1 ~ g“:
I
17.1 15.2
15.6
24.6
i
R
::;
0
92
92
I
)0 :
~;
4:
‘:
i ~:
u fith additimud equipment, over rear, support base 33’9!4”x 18’8%” S1with additional palley block, over rear, support base 33’9!6”x 2S’2’,5”
0 0192
1: 92192\0 ;92
~g~~g~~~[
(92
~ 16.5 I 15.2 I 13.9 ! 12.6
125
1 M 9.2 I 9.2 8.2 ; 8.3 : 7.4 I 6.6 I 6.8 92 100 I 1 92 100 II 100 m :: ,00 ,~
% 155 leo 165 170 175
11.2
16.5 15.1 13.7 12.5
l:.s
R
::::
I
( 0
92 92 ::
TAB
5
100
22.5 21.1
I
92
95
::-;
12.5
) 1 1
90
29.8
I 27.6 : 25.4 i 25.3
i ;;:; ‘ 105 1“ ::: ::”61::”6E
I ::::
:;’5 I %
46
::
::: I :;:: ! 37.4 I 43 32.8 I 38.2 34 28,7 I
I
0 0
/
99 82.5 64 67 96 80.5 62.5 64 78 61 61.5 i 93.5 76 59.6 58.9 I 90 80 71 55.8 53.2 70 48.4 44 :;.: ,::.: / :.; 40.2 47.8 47.9 42:6 42:9 I ;;i ;;.2
,
,
I
i ~ /
ft 10 11 12 13 14 1s 16 17 18 20 22 24 26
Ill
317 344 326 300 31i3 ;287 297 275 I %: 261 240 221 202 1S6 172 159 148 138 129 120
-~
M
:
1 1
100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175
134ft /
117ft
100 ft
I
I
9s
ft
130
135 140
98o75 /9.s07s
LifBing
capacities
at guyed
telescopic
boom.
iii!iJ1,7ft.197ft m Eloo m231500*bs l17ft
p 4 20 22 24 26 28 30 32 34 36 38 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175
149 149 149 149 149 149 149 146 141 136 130 116 103 91.5 81.5 73 66 59.6 54.1 49.2 44.7 40.6
I II I f /.
168 ft
151 ft
134 ft
185 ft
197 ft
ft
:1
92 92 :
1
I 114 114 114 114 114 114 114 114 114 112 104 93.5 83.5 75 68 62 56.2 51.3 47.1 43.1 39.4 36 33 29.5
92 92 46 0
20 22 2-4 26 28 30 32 34 36 38 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175
I 87.5 87 86.5 86 85.5 85 84.5 83.5 82 80.5 79 76 69.5 63.5 58 53.1 48.9 44.9 41.3 37.9 34.9 32.2 29.6 27.3 25.1
66.5 66.5 66.5 66 66 65.5 64 63 62 60.5 59.7 58.8 58 56.9 55 51 47.1 43.6 40.2 37.3 34.5 32 29.6 27.5 25.5 23.G 21.6 18.1
92 92 92 46
92 92 92 0
49.7 49.7 49.7 49.6 48.4 47.8 47.4 46.9 46.3 45.7 45 44.4 43.9 43.4 43 42.5 41.8 38.9 36.1 33.6 31.3 29.1 27.2 25.3 23.6 22 20.5 1s.9
I
92 92 92 92
41.2 41.2 41.2 41.2 41.2 41.2 41 40.5 40.3 40 39.7 39.4 39.1 38.5 37.8 37.2 36.5 35.9 35.3 34 31.7 29.6 27.6 25.7 24 22.4 20.9 19.5 1s.2 16.9 14.3 100 100 100 100
I 171 Ilv TA2
.
98264
EiEzl Lifting
heights.
a Guyed telescopic boom,
220 ft 4
210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10
0
10
20
30
40
50
60
70
80
7
90
100
110 120 130
140 150
0 160 170 180ft
I LTM 1225
0
t
IiiE!ill..ft.l..ft CzIk%kft El ELoo@E1143 16.S ft
1s5
46 ft
I
76 ft 20”
I
50
32.7
55
32.7
60
32
19.4
65
30.3
18.7
23.5
70
28.8
18.1
23
]
2:4
I
\
23.4
I
I
23.5
20”
I
o“
:
14..9
\
17.8
!
17.9 ~~
o“
I
l15ft 20”
!
0“
i
18.1
! I
17.6
22.3
14.3
~
17.9
26
17
21.5
13.8
,
&
~
85
24.8
16.5
20.7
13.4
!
90
23.7
15.9
20
::”;
j
“::”:
95
22.6
15.2
100
21.6
14.6
18.5
105
20.7
13.9
17.s
::::
ft
11.4
~
10.4
13.9
I
10.5
7.7
70
10.5
7.7
75
I
10.4
7.7
10.2
7.6
10
~1~
11.2
13.9
:::;
13.8 13.3
I ;::;
;“:
12.9
7.8
,
12.4
7.5
;
11.9
7.2
11.5
6.9
!
i=
!
.x
i
~~
11
6.6
.
10.6
6.4
8 T,
10.1
6.1
/
5.7
7.1
100
8.9
5.5
6.9
105
;:;
6.6
110
:;
::
~
:::
:.:
~.;
I
;;;
$
b
::
;::
17.1 16.4
120
18.4
:x
/
;;.:
;;.;
;;.;
~
=:6
~
~
;:::
~
$;
~
g
:.7
I
~z:~
~
~8
$
2
:::
I
;:;
I
;;
;:;
:.8
::
\
:;
I
:9
125
17,7
130
17.1
13s
16.5
.,
140
15.7
10.5
13.5
145
14.9
10.1
12.9
150
14.1
9.8
12.5
15s
13.4
9.5
12
;:;
160
12.7
9.1
11.5
7.9
13.2
,
12.6
j
i2
9.3
13.3
13.7
65
9.6
12.8
I
60
i
19.1
;:;
“.3
6.4
115
140 145 150
8.8
11.1
7.6
8.5
11.4
8.5
10.5
7.4
8.1
175
10.8
8.2
10
7.2
7..9
180
10.1
7.9
9.4
6.9
1s5
9.3
7.6
9
6,7
190
8.4
7.3
8.5
6.6
195
6.7
6.7
8.1
6.4
1:.7!H
200
7.6
6.3
6.5
I
205
7.1
6.1
\;;
[
7
8.9
170
+ i5:
6.7 6.4
I
6.1 ;
155
;; ::
~
4.4
i ::2 ~ :k
4.3 ,~
;“:
I
;;
/
;13;
;“:
y
%
170 175 180
;::
185
u
;8
5
5
3.7
6.3
~
4..S
4.8
3.6
210
6.1
:
4.7
4.6
3.5
215
5.9
!
4.5
4.4
220
5.6
;
4.4
4.3
225
5.2
4.3
4.2
230
z ;.8
[
1: g,:;~
3.8 3.7
245
3.5
::
z
2“6
;.,
190 195 i
E
2.6
210
2.5
215
2.4
220
2.3
225 230
4.1 ifi
240
255
A
13.9
19.9
250
)?
10.4
110
235
!
o“
50
115
12
13sft 20”
55 13.8
27.3
165
I
i
80
19.2
92 ft 20”
I
75
I
ft
69 ft
;:;
I
;::
I
235 240 245
31::1
250
~[::~ .’
255 TA8 98079/ 9S081
Remarks referring to load (dmrts. 1. The tabulated lifting capacities do not exceed 85 % of the tipping load. 2. The crane’s structural steelwork is in accordance with DIN 15018, part 3. Design and construction of the crane comply with DIN 1501s, part 2, and with F. E. M. regulations. 3. The S5 % overtnming Mutt values take tnto wind force 6 = wind speed 20 mph. aceonnt 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.
e Lattice
fly jib.
340 ft 330 320 310 300 290 280 270 260
I
250 240 230 220 210 200
I
190 180 170 160 150 140 130
120 110 100 90 80 70 60 I
50 I
40 30 20 10 0 0
10
20
30
40
50
60
70
80
90 100110120130140150160
9
170180190200210220230
240250260
tt
lizi!il%h.ft m157ft.207ft E!!!xl EL. L!!!ELoo, @ 50
30 32 34 36 38 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 205
57 ft
69 ft
109 106 104 100 84 69.5 54.6
114 112 111 109 107 104 89.5 77.5 66 56.1 47.4
92 ft
84
ft
115 ft 138 ft i161 ft i 184 ft 207 ft
57 ft
69ft
I 92ft
Il15ft
ft 138 ft !‘161 ft 184 ft 207 ft
II
;
ill;:
86
f ;
s ; / ! i I
I
I I I
I
I I
85.5 84.5 84 82 77.5 70.5 62 54.9 48.6 42.6 37 31.4 25.4
I
65.5 64 63 62 60.5 58.5 53.3 48.3 43.7 39.5 35.6 31.9 28.2 24.7 21.5
50.4 , 49.4 39.7 ‘ 48.5 39 47.5 38.4 I 46.6 37.8 } 30.3 45.6 29.8 21.8 37.1 44.5 I 36.5 29.3 21.4 42.7 28.8 21.1 35.8 39.4 35.2 28.4 20.7 %.: 30.2 27.5 24.9 22.4 19.9 17.9 14.8
2: 31.7 29.4 27.2 25 23 21.2 19.3 17.6 15.9 14.6 12.6
% 26.9 26.4 26 25.3 24.1 22.5 20.9 19.4 17.9 16.4 15 13.7 12.4 11.6 10.1 8.3
: :“4 : 19.7 19.4 , 19.1 ~ 18.8 j 18.5 : 18.1 17.7 1 17.2 16.7 ~ 16.3 ; 16 15.4 14.6 13.4 I 12.2 11.1 10.1 8.9 6 6.9
94 93 83.5 71.5 58.6 46.7
83 82.5 81.5 77 68 ,7, . 47.7
iil~
I 66.5 / 66 65.5 1 =5 63 I 56.9 / 50.7 I 44.9 i 39.2 33.9 I 27.3
II i
1!!::
48.7 R I% ~ 45.1 I 44.3 ! 43.6 i 40.3 36.8 33.3 29.8 26.7 22.6
~
i!
l;;
%! 38.9 38.3 37.7 37.2 36.6 36 35.4 34.8
29.21 29.2 i 29 \ 28.6 , 28.3 i 28 I 27.7 I / 27.4 \ I 27 i I I I I I
~
~
% 65 70 75 80 85 90
23.6 23,3 23.1 18 ‘ 22.9 17.8 22.6 17.7 22.4 ; 17.5 ; 22.1 17.3 s
100
~u~ I =1 i ~j”~ ~~~ ~ 28.7 26.1 j 21.4 i 16,7 26.2 25,7 I 21.2 I 16.4 ~
110 1: 115 120
:“:
::
~“:
18.9 j 22.2 15.9 “ I 20.4 “ 18.7 16.9 15.3 13.2
/ :;7
~ ;;8
~
, 20.5 I 20.3 “ % ~ 20 15 j I 19.7 14.6 18.4 ~ 14.4 I 14.2 i 17
% 145 150 155 160
i 2;, E.g % 13 : 13.7 11.5 I 13.1 12.1 9.5 7.2 10.9
1, I
R’ 7.6
175 180 185
M 205
. . ------
Fi!i!slR.%-168ft m.-.,,,ml EL. EL.oolbs # 151 ft
l17ft I 69ft I92ft 50 55 60 65 70 75 80 85 90 95 100 105
52.4 51.5 50.5 49.6 48.6 43.4
I 43.3 / 42.6 41.8 ! 41.1 I 40.4 I 39.7 38.9 38.2 37.5 33.6
110
115 120 125 130 135 140 143 150 155 160 165 170 175 180 185 190
l15ft 1X+16M,
184 ft 207fti 69ft ~ 92ft I
33.1 32.5 31.8 31.3 30.7 30 29.4 29 28.7 28.4 1 28.1 27.8 ~ 26.3 ; 22.9 [ I
1
195
200 205 210 215
26.8 2* 26 25.5 25.1 24.7 24.3 23.9 23.5 23 z; 22.5 22.3 22.1 21.9 20.2 16.6 13.9
30.3 29.7 29.1 2S.5 27.9 27.3 26.7
19.8
i 19.7 19,5 19.3 19.2 19 1s.s 18.7 ::2 1s.1 18 17.8 17.6 17.5 17.3 17.1 16.9 16.1 14.1 10.4
15.7 15.5 15.4 15.3 15.1 15 14.8 ::: 14.4 14,3 14.1 14 13.9 13.7 13.6 13.4 13,3 13.1 13 12.9 12.6 11.8 9.6 7.9
/1
168 ft I
11.4 11.3 11.1 11
24.2 I 23.9 ! 23.5 I 23.1 i 22.8 / 22.4 ‘ 22.1 21.7 21.3
i2’
w 10.6 10.6 10.5 10.4 10.4 10.3 10.2 10.2 10.1 10.1 10 9.9 9.8 9.8
l15ft~1313ft\161ft 184 ft 69 ft 92 ft 115 ft~13t3ft ,$!
17.2 17 16.8 16.6
~ I I 12.8 I 12.6
:::1 R 12.3 16 15.8 12.1 15.5 / 12 15.SIIL91 15.1 I 11.8 14.9 I 11.6 14.7 ~ 11.5 14.5 I 11.4 14.2 11.3 11.1 11 10.9 10.7
I
9.5 9.1 7.9 5.9
9.2 I :’: I 8:8 I 8.7
! I I I !
::: S.3 8.2 8.1 8 7.9 7.7 7.6 7.5 7.4
~ ;; 6.9 6.8
9.7 9.6
II 1!
15.4 15.1 14.9 14,6
::6 6.4 6.3 ::: 6.1 6 5.9 5.8 5.8 5.7 5.6 5.5 5.4 5.4 5.3 5.2 5.1 5.1
I
:.9
~
::
I I
21 20.6 20.2 19.8 19.4
~
,
I 10.2 ! 10 ‘ 7.1 :9
I
-’ ft 50 55 60 65 70
;:”:
:’;!
13.s 13.5 13.2 13 12.7
9.3 6.s ; 9 ( 6.7 I
90
% :::1 8.3 I 6.3 ~ 8.1 I 6.2 7.9 I 6.1 7.7!6/ 7.4 i 5.9 ~ I 5.8 ! 5.7 5.6 ! I 5.5 I 1 5.4 !
ii 110 115 120 125 130 135 140 145 150 155 160 165
I
:
Ii;:
I
m
1% 190
1 I
I
195 200 205 210 215
TA2 98164.2/3
11
[
Lifting
-J
Luffing
heights.
lattice jib.
320 ft 310 300 290 280 270 260 250 240 230 220 210 200 190 180 170 160
--l
150
-i
140
.2/3
130 120 110 100 90 80 70 60
50 40 30 20 10 0 0 ‘IMescopic
10
20
30
40
50
60
70
boom: S2°
12
80
90
100 110 120 130 140 150 160ft
LTM12:
(
Lifting capacities
@i!!!il 75” 50 ft -84
ft
I I
80
85 90 95 100 105 110 115 120 125 130 135 140 145 150 155
160 165 170 175 180 185 190 195 200 205 210 215 220
]
at the Uuffing lattice iib.
-4 iii?i7ft-207ft
~
~360°
57 ft
69 ft
92 ft
92 79 65 49.5
1 S8 83 ’67’ 73.5 66 50.6 63.5 65.5 50.4 53.6 ; 59.*I 50.1 53.7 i 49.s i 47.7 49.1 I 42 I 47,1 ! 36.6 I 31 1 ! I
i 43.2 I 39.2 ~ ;:”5 I 28.4 I 24.8
I
I I
57 ft , 69 ft
92 ft
i
115 ft 13t3ft 161 ft ls4ft I207ft
1’ 79 73.5 6S 61.5
i 38.9 38.6 z:; 33 30.5 27.9 25.4 22.9 20.4 17.8
I 31.4 31.1
I
30.9 30.6 ::; ~~ 28.7 27.2
25 %
19
I % i H:; 23.9 23.6
1s.5 18.4
R; I 2: R 22.4 [ 17.7 21.7 19.9 21 17.5 17.3 18.2 I 19.7 16.4
18.3
17.1
14,7
17 15.6
16.9 16.7
%: I :2 11.5 13.9 10 12.8 8.7 11.7 10.6 9.4 8.3 7.3 5.9
I
I (
84 ft
115 ft 13s ft 161 ft I184 ft 1207 ft
39.8 39.5 39,2
85% --J
~M3300h
50 ft
50 55 60 65 70 75
LTM 1225
(
!
~
:;
~
!
::
70.5 %% 64 59.8 53.4 41.3
E:: 53.9 53.4 f 40.5 40.1 / 31.8 52.9 39.S [ 31.6 52.5 48.2 / 39.5 j 31.3 43.1 I 39.1 I 31.1 38.8 30.9 37.8 38.5 30.6 35.7 30.5 30.1 32.5 ‘ 29.1 29.6 29.2 25.5 20.4 I 28.1 I 26 23.7 21.3 18.8
11;
,
80 85 24.9 24.7 24.5 24.4 24.2 24 24 23.7 23.4 23.1 22.7 22
I
,: 100 105
I 19.5 19.4 19.2,15 19.1 14.8 19 : 14.7 18.9 14.6 18.8 \ 14.5 18.6 ; 14.4 18.4 ; 14.3
! , i i I I t
::: 120 125 130 135 140 145 150
20.5 R ~ :::; I 18.8 17.6 I 13.9 I
155 160
17 15 12.4
165 170 175 180 1s5 190 195 200 205 210 215 220
17.3 : 13.6 I 17 13.5 16.7 ‘ 13.3 ; 15.8 { 13.1 i 14.4 12.9 i 12.9 12.6 11.5 12.5 I 12.1 ! ‘ 11.3 \ 10.1 I 9.3 1 7.5
TAB 98185.1
13
I
*
E!i!!!Q%.1G8ft ~ ~.... kii!!!i9ft-207ft 117 ft 69 ft\92ft 70 75 80 85 90 95 100 105 110 115 120 125 130
43.7 43.5 43.3 43.1 40.6
[ I 35.9 I 35.8 i 35.6 I 35.5 I 35.3 34.7 33.2 31.6 29.6
135 140 145 150 155 160 165 170 175 180 185 190 195 200 205 210 215 220 225
151 ft
115 ft 138 ft’161 ft 184 ft 207 ft~ 69 ft
27.9 27.8 27.7 27.5 27.4 27.3 26.8 25.9 24.9 23.6
24.3 24.2 24.1 23.3 22.6 21.8
22.6 22.6 22.5 22.4 22.4 22.3 22.2 22.1 21.8 21.4 21 20.3 19.5 18.2
18.1 18 . 18 13.9 13.9 17.9 13.8 17.9 17.9 13.s ~ 17,8 I 17.7 ! 17.5 17.3 17.1 I 16.8
I 16.3 ~ 15.8 I 15.3 / 14.6 I
I
~M3mm@
i
13.7 13.7 13.6 13.6 13.3 13 12.6 12.4 12.1 11.8 11.5 11.3
k
10.4 10.4
92 ft 115 ft:lssft
18.8 18.7 18.6 1s.5 17.9 17.2 16.6 16 15.4
10.4 10.3 10.3 10.2 10.2 10.2 10.1 9.9 9.8 9.6 9.4 9.3 I
~ I 10.5 I 10.5 ! 10.4 i 10.4 i 10.4 10.3
I
I
161 ft 184 ft. 69 ft ~ 92 ft l15fti138ft
I
I/g
~ 17.3 I 16.8 I
i!::
I ::; 13.9 13.s 13.8 13.7 13.6 13.6 13.5
13 10.3 12.4 I 10.2 11.s I 10.1 11.1 9.7 19 8.2 7.4 6.7 5.9
:! 8:6 I 8.4 8.1 7.8
188 ft
~
‘F A
ft
[i%
I ,2.,
i ;;.5 ] ;;.;
i
j
~~~
~ 5.6
i
R
\ 14.5 11” 7.5 7.4 7.4 7,4 7.3 7.3 7.3 7.3 7.1 6.9 6.7 6.5 6.2 5.9 5.6 5.3
5.4 5.3 5.3
‘
5.3 5.3 5.3 5.3 5.2 5.2 5.2 5/ 4.8 4.6 4.4 4.2
! i
11 10.6
;:
IIN ;%:: 9.5
I
i
;2
6.9
; 5.6
~
130
6,7 6.5 6.4 6.2 6.1
5.5 5.5 I 5.5 ; 5.3 1 5.1
~ ~ ;
135 140 145 150 155 160
,:.
:
;:
I
~%
1:
II
, )
II:;
;.8
!
3.5 3.2 2.9
1
~
II%
1/
I
1!
!1%:
210 215
TAB 9.9185.2/3
14
(
LTM1225
‘
Lifting heights.
e Luffing lattice jib. 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
0 0
I
10
20
30
40
50
60
70
80
90
Telescopic boom: 75°
I
15
100 110 120 130 140 150 160 170 180ft
Lif#ing capacities at the Buffing lattice iib.
Ei!51%t.wft is!EiL207ft PII ELooE!E1143 50
+; 55 60 65 70 75 80 85 90 95 100
105
*
110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 205 210 215 220 225 230 235
ft
I
57ft
! 69ft
~ 92ft I
3“5 I SO.5 I 73 f 75.5 j 57.5 i 6S.5 ! ‘ 61.5 ~ 60 57.4 51.7 46.3 41.1
35.5
il15ft
84
ft 138 ft 161 ft~184 ft 207 ft
57 ft i 69 ft
92 ft
ft I 161 ft 184 ft1207ft
115 ft 13Sft
‘F
I
48.3 48.3 47.5 45.2
37.5
41.9 38.4
37.2 36.4
35 31.6 28.1
35.8 34.4 32.4 30.1 27.7 25.3 23 20.5 17.3
51.7 I 1
I i ;:.2 49.3 47.1
, ,
45.9 43.6 ]
29.5 ! 29.1 I 28.5 23.7 28.1 23.4 27.7 23.1 26.6 ! 22.7 17.7 25.1 I 22.4 17.4 23.4 22.1 17.1 21.7 21.8 16.9 20 20.9 16.7 16.5 18.3 19.7 16.6 16.4 18.5 14.6 17.1 16.2 15.9 16 14.7 15.7 15.2 13.3 14.2 12 10.5 13.2 ! ~z<z
36.7 35.1 33.7 32.3 31 27.9
38.3 34.3
~ 11.1 9.9 I &6 7.2
100 105
30.s 30.8 30.4 29.8 29.2 26.6 26 27.2 26.i 25 23 20.4
24 24 23.5 23.1 22.8 22.5 22.1 21.8 21.4 ; 21 20.1 : 18.6 16.7
I
I
1
16
i: 95
41.5 ! 39.4 39.7 3s.4
29.5
ft 55 60 65 70 75
I 59 :.6
~
19.1 18.9 18.6 18.3 18 17.7 17.4 17.1 16.7 16.4 16.1 15.8 15.4 14.4 12.9
110 115 120 125 130 135 140 % I 14.1 13.8
I
M 13 12.7 12.5 I 12.2 [ 11.9 11.7 11.4 11,1 10.8 10.6 10 9 7.6 i
;;: 155 160
H 175 180 185 100 195 200 205 210 215 220 225 230 235 TA8 9s187.1
Ei!!i
68째 117 ft -168
ft
b?!i9ft.207ft
~
l17ft
#q4-J ft 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 205 210 215 220 225 230 235 240 245
~mo.
~1...oobii?
151 ft
168 ft
I
I
69 ft 92ft /l15ft 13s ft 161 ft 184ft 207 fti69 ft 92 ft l15ft 13Sft]161ft 1s4 ft 69 ft 92 ft l15ft 138 ft 38.8 36.2 33.6 31 28.5
90 95 100 105 110 115 120 125 130 135
I 33.2 31.6 30 28.4 26.9 25.3 23.7
! ! I I
I 27.1 26.5 I 24.8 I 23.3 [ 21.9 20.6 19.5 I RI
22 20.8 19.6 18.4
-J
22.3 22.3 21.8 21.2 20.4 :;; 17,7 16.9 16 15.1
17.7 17.4 ;:; 16.2 15.4 14.6 13.8 13.1 12.5 12 11.6 11.3
,3.4 12.9 12.4 11.9 11.5 11 10.6 10.2 9.s 9.4 9 8.7 8.4 8.2
10.1 9.9 9.6 9.4 9.1 8.9 8.6 8.3 8/ 7.7 7.4 7.1 6.9 6.6 6.3 ;7
17.2 16.3 15.4 14.6 13.9 13.1 12.5
I I
I
15 14.2 13.5 12.7 13.2 12.5 11.s 11.1 10.6 10 9.6 9.2
10.2 9.3 8.6 7.9 7.2 6.6 6.2 :s
j I 7.4 I 7.2 I 6.8 6.4 6.1 / :;
5.3 \ 5.2 5.2 I 4.9 4.7 4.5 4.4 4.3
I
] I I i
5.5 5.5 5.2 :.: 4.1 3.8 3.5 3.2 2.9 2.7 2.4
11.4 10.9 10.4 10 9.5 9 8.5
::1 7 6.7 6A
I 2 5.4 i 5.2 I
;;! , !y
150 155 160 ;;
4.3 4.1 I 3.9 ~ 3.7 ; 3.4 I I
180 185 190 195 200 205 % 220 225
I
:
I
j
11% TA2
17
%
98187.2J3
I
LTM 1225
LifSing heights.
Luffing
lattice jib.
290
0 0
I
10
20
30
40
50
60
70
80
90
Tel escopic boom: 68째
1
10
100
110
120
130
140
150
160
170
180
190 200
210 ft
1
Dimensions.
1
7’6’’+=8’63/.”+
—8’2’12”
5”+++5+5”&7&&”+++5 47’4” 56’41/2”
+
+5”+
&+7-4”4” +
33’10” 23’5”
~lo’5°
r
~11’8°
+
33’11”
0@ 16.00
R 25
A 13’%’”
Dirnensiom A~B 6 ‘“* 12”7%”
CID
j 13’1 M“
:
.94%”
“ Iowemd
19
~
IEIFUIPIB1 9’10”
143/4”
18%”
22”
1 .s”
14”
Weights.
~12i3
Axle lbs
I
Load @pS)’)
26500
I
s~ri
‘1
26500
26500
No. of sheaves
26500
26500
‘lbtal weight 159000
26500
No. of lines
I
1 1
495 370 300 220
12 9 7
24 17 15
5
10
I
150
3
I
66 22
1
7 3 1
Weight lbs
~ !
5950 5290 3240 2755
I
2095 1675 860
1. I
Working
E!!!@ P kmlh
9.3
4
14.9
0
360°
.\. . ..
R
23
34.1
47.2
8.7
5
~
8.7
13.7
19.9
27.3
4.7
@ c1
Drive
5
I
kmlh .~~-
I
3
e
o 0
m
2
1;
40 ‘JO
16.00 R 25
I
infidtely
Rope diameter
variable
/ Rope length
Max. single
line pull
I 0-460
fthnin single
line
‘Xlia”11312’
11220
lbs
O-460
fthn.in shgle
line
1%=’” I 1148”
11220
Ibs
0-1.6
rpm
aPpTOX. 70 seconds
to
reach 83” beom angle
4 aPP~x.
450 seeonds for boom extension
20
from 50 ft.
197 ft
@!!w35Crane carrier. Liebherr designed and manufactured, box type, torsion resistant, all-welded construction made of high-tensile structural steel. 4 sliding beams with hydraulic extension cylinders and hydraulic support pad j ac Front outriggers mounted between axles 1 and 2, rear outriggers at rear of truck * chassis.
Frame: Outriggers:
Engine:
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.
‘lMmsmission:
Allison, type CLBT 755, automatic transmission with torque converter and hydro-
dynamic retarder brake. 5 forward speeds, 1 reverse. ‘JMmsfercase with differential and 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
Axles: ;!
Cardan shafts: Suspension: Tyres: Steering: Brakes: Operator’s cab: Electrical
system:
transverse differential. All cardan shafts with 70° diagonal toothing. All axles with hydropnemnatic suspension and automatic levelling. Load equalization between 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 and auxiliary 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:
Liebhermmade torsion resistant, welded construction of high-tensile steel. Linked t crane 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.
Crane engine:
Crane drive:
Diesel-hydraulic, with 3 axial piston swiveling matic output regulation.
Crane control: Hoist gear:
By 2 self-centering control levers (joy-sticks). Axial piston variable displacement motor. Hoist drum with integrated planetary gear and spring-loaded static brake. 1 differential hydraulic rem with nonreturn valve. Hydraulic motor, planetary gear, slewing pinion and spring loaded brake.
Luffing gear: Slewing gear: Crane cab:
pumps with servo control and auto-
Galvanized all-steel construction, safety glazing, operator’s seat with comfortable armrest integrated control elements, standardized controls and instruments.
Safety devices:
LICCON safe load indicator, hoist limit switch, safety valves against rupture of pipes and hoses.
Telescopic boom:
1 base section and 4 telescopic sections. Individual hydraulic extension of all sections. !Mescoping ram with boom section interlocking device and display of the extended
conditions, Boom length: 50 ft -197 Central lubricating system: Electrical system:
Complementary Lattice jibs: 2nd hoist gear: Drive
12 x 8:
Further equipment
ft.
Roller bearing slewing race, boom bearing, luffing ram bearings and winch bearings are lubricated automatically. 24 V DC, 2 batteries.
equipment. Fly jib 46 ft - 13S ft, luffing jib 69 ft -207 ft. For 2-hook operation or luffing of lattice jib. Axle 2 additionally driven.
available
on request.
21