LIEBHERR LTM1300 365 TON

Technkd Data
Ckamac*erk?iqk9esGedmiques
‘ LTM1300
Mobile Crane
Grue autonnotrice
,.
EE!!iJ51ft-197ft
E!5ilm.... GiL80001bs
E!
!
I
\
10
i
11
12
13
14
15
16
17
18
20
I
;
1
!
;
!
l&is%~s~~
i
326 i 321
302
~ 3CU6
; 287 , 284
269
i 2.70
.—
254 i 253
I 239~3S
\ 223 I 223
I
I
z
36
38
40
45
●
R
60
65
70
75
80
85
90
95
100
105
110
115
120
125
130
135
140
145
160
155
160
165
170
175
180
I
l19ft
103 ft
85 ft
i 314
295
278
1 262
~ 248
‘ 233
219
206
179
157
140
391
380
369
358
347
327
156
154
148
143
138
128
301
294
287
280
‘267
z~y
276.
262
249
238
227
;;;
i%
106
101
95.5
90.5
86.5
82.5
79
75.5
68.5
62.5
57.3
52.9
%:
~232
:221
;211
202
194
~
178
i170
)153
138
I 126
I 116
196
176
156
138
123
‘ ;:-
I
I
1’
,;RJ
171
163
156
186 a137
; 1::.5
91.5
83.5
76
70
132
121
111
103
96
‘g:;
78.5
74
70.5
67
130
M
198
189
180
173
;%~176’/l’
~~~
\+x
w
154
149
136
124
114
104
:;-5
83
77.5
72
68
64
60
~
I
Ill
Ill
I
0!
94
5094
0
5:
94
94
:
0
{
referring
%–40
45
Go_=
55
69==
65
70
75
53.9
51
x
So_
i %:2
44
41.9
40
~ 38.4
36.7
35.1
—z
95
100
105
11.0.
115
120 .
125
130_
135
140
145
150
155
160_
I%: ~a:
] =:8 .21:3
f 20.3
i!
94
94
94’0
94
5:
‘;’:
‘946
84
.:941
94
; 100
OOII
:%
175———
180
I
~1~
TAB 80255 / W=.:
to load
1. The tabulated lifting capacities do not exceed
85 % of the tipping load.
2. The cranes structural steelwork is in accordance with DIN 1S018, part 3. Design and construction of the crane comply with DIN 15018,
part 2, and with F. E. M. regulations.
3. The 6S % overturning limit vafues take into
account wind force 5 - wind speed 20 mph.
4. Lifting capacities are given in kips.
5. The weight of the hook blocks and hooks mus t
be deducted from the lifting capacities.
6. Working radii are measured from the slewing
centreline.
7. Ths Ufting capacities given for the telescopic
boom only apply if the folding jib is taken off.
8. Lifting capacities are subject ta modifications.
9.
“%
I
;
I 79.5
76
I 72
I 68
64
~ ~;.5
I
*)over rear I en arricre
Remarks
charts.
I
! %:
30.7
29.2
27.8
31.5 ~ 29.6
26.6
30.4 / ~:~ , &~
~
Ill
;:
26
28
30”
I
,159
~153
Ill
:9:;:
I
I
139__
95.5 ‘
135
94
130
—-%—
~5i;~
;%
88.5
;%
i
86:5 I137—”— 119
86.5-2
i
83.5 I 132
115
! 84.5
84
100
76
~ 122
107
77.5
93.5 79.5
70
!113
995
73
87.5 I 76
64.5 ~104
‘—— 68.5
92.5
82
60
—-L.—— ..___ 76.5 i ~~.5
~
~;.: ~ :“:
;.; ‘ i:;
g
49:3 I 78.
70.5 ~ 53X
64
I 58.6
46.5 I 73——
67 A..—.
50.7
60.5—! 55.5
63.5 I 47.7
5.8 I L8
596 I 45.1
Z.; I %6
39.6 I 60.5
56~8Q—–
51.7 I 47.5
37.4 I 56.7
53.3 I 40.6
._
49.~ i 45.1
53.6
50.2
38.6
46.6 I 42.9
47.4 1 36.7
445 I 41.1
::.7
.4:-9~ 3GT-L- 42.6 ‘ 39.4
I 46.1
40.8
.——... —
——LI 377
40.9 i 32.2
38.9 I 36
39.2
‘
309
.—— 37.3 I 34.6
37.8 I 29.7
35.8 I 33.2
35.61 28.6
34.2 ! 31.9
102
98
II
0!
ii
224
,
50<%’0
0
0:0:
.,0
1l_
12
la
14
15
16
17..
18
20
!’
I
224
219
207
I
I
197ft
,
I
II
:
172ft !188ft
1
i!l
‘;’
ml ;
154 ft
!
I
!
, 485
485
464
441
I 417
402
~
o
o
138ft
1!
I 1;;
II
%
69 ft
lj~~j~i~~~
z
26
28
30
‘
51 ft
II I
719
661
665 ~ ~~~
619
580
547
545
509
510
476
474
457
450 ! 440
Llftlng capacities above 485 kips only with
special equipment.
Remarques
relatives aux tableaux
des charges.
1. Les forces de levage indlqui!es ne d.Spassent
pas 8S % de la charge de basmdement.
2. b norme DIN 15018, 3&me partie est appli.
qu& pour les charpentm. La construction de la
g-rue est r&lisee c0nf0rm6ment Ala norme
DIN 1S018. 2&me partie, et aux rbgles de la
F. E. M.
3. A 85 % de la charge de basculement. ils eti
tenucompte dhm vent de force 5 = vitesse de
vent 20 mph.
4. Les forces de levagt? eont donn~es en k.ips.
6. Le poids des moufleset crochets doit Mra SOUS.
trait des charges indiqubea.
6. Les porties sent cnicukiea A partir de lkxe de
rotntion.
7. Lee forces indlquees pour la fldche ttileacopi.
que s’entendent fl&hette d~pliable dbposee,
8. Les forces de levage sent modifiable Bans
pl-.%avis.
9. Forces de levage plus de 485 klps seulement
avec bquipement suppl&mentaire.
, —
–—..
m... m.....,.=
E!i!!iL-ft
E!Il
I
10
1 I_
12
13
14
15
16
17
1“
I
12
13
::
16
17
18
E
24
522
i 501
453
435
~ 443
I 426
$$
‘%mw.%
351
328
306
285
263
244
228
214
200
330
307
285
263
244
228
214
200
E
30
32
34
36
38
40
45
50
I 417 ’369
.,401 358
344
320
299
279
I308
!291
276
262
z
225
211
197
184
158
138
121
l%:
i224
,209
‘195
I182
/156
:135
1 148
; 143
294
287
,
,224
1%
120
113
%
256
244
232
c221
;;;
197
187
178
171
224
215
206
198
189
,30
123
117
112
107
176
168
163
;
139
95.5
x%
149
143
%
166
160
154
149
136
124
1%
94
90.6
86.5
83.5
76
70
64.5
%9
R
147
142
137
132
122
113
104
:: ~
‘:%
126
123
119
115
,107
99.5
; 92.5
: :3.;
E
91
88.5
86.5
82:5
52:4
;:::/ ;;::
66.5 I 61.5
60.6 I 55.5
50.1
45.3
::::
44
41.8
39.6
37.4
82’
::
62
57
52.4
48.1
43.7
39.9
36.5
33.4
t%
%J
E;
86.5
82.5
79
75.5’
i 68.5
62.5
%
194
186
I g::
%:
I%
92.5 I 89.5
83.5 [ 83.5
81.5
46:2
%
153
135
iW
[;!;
; ~:
54”
1%
105
110
115
120
;~
~
,
125
130
135
,
75”
:;5
%.5
73
68.5
6’J.:
56:8
:::;
I
~ 25.2
I
1’
2::
42.8
40.6
38.6
36.7
35
33.5
28.6
I
175
180
o
I
Illi
108
105
102
100
O
I
94
64!94
50
0
I
0
o
~:
70
::
1 -44:;
2
51.7
49.1
47.5
45.1 I %9
95
100
105
110
::”: I ::”: ~ ::4
39:4
36:7
40:5
37.7 37.7 I 35.1
34.9 36
32.3 34
31.8
29.5
27.4
25.6
23.8
22.1
29.9
27.7
25.6
23.7
22
33.6
I
30.7
29.1
27.5
25.6
23.8
22.2
I
20.6
19.2
17.9
0
94
94
0
84
I
94
100
o
94
94
94
94
\ 94
100
94
94
60
o
94
0
94
94
64!94
60
~
20.6
19.2
;::;
135
140
145
150_
165
160_
165
170
175
180
I
II
94
TAB 802S7 /802-!X3
rear I en arri&m3
-- .. . . . ..— —..-— . ..— —— ..— —-—
Les forces de Ievage
41!EAM4
L&meI!??l
nnnh mwa
::
:;.5 ! E
6S
60.5
62
67
g::;
::9
I
9410
I
60
o
I
o
I ;:
%“5
:.5
68
g.
u
36
38
40
79.5
:::;
1:
50
!94’0
OiOr
0!0!0
o~
0/94
I 84.5
57:% I ~56
f %::
t 52.9
48.8
46.1
I 41.6
i 38.3
I 35.1
, 32.2 32.2
! 29.7 30.9
/ 27.3 29.7
I
140
145
150
156
160
165
170
x)
22
24
26
E
%
65
70
75
80
85
90
11over
:
saat chances
-01
Lifting heights.
Haurteums
de Ievage.
P
“/0
13ft
t.
t.
,—
37
“-\
-’\
90
\
\
\
64
\
48
32
15
99
\
82
\
\
65
\
%
--
\
50
\
\
%
\
\
I
33
I
17
0
..
a
------
17
33
50
65
82
115
99
132
148
. -..———.———
.
.—..
164
180
0
197 ft.
at guyed telescopic boom.
Ei@Cl
Forces de 9evage a la fleche telescopique haubanee.
Lifting
capacities
@!!i185ft.197ft
ml ELoo E!, .......
103 ft
85 ft
l19ft
138 ft
1s4 ft
172 ft
188 ft
197 ft >’
I
14
15
16
17
H
22
24
26
28
30
32
34
36
38
40
45
‘
::
60
65
70
75
80
85
90
9s
100
105
110
115
120
125
130
135
140
145
150
155
160
165
400
397
384
372
362
343
328
315
303
289
274
258
244
231
218
205
177
155
136
121
107
96
137
136
135
133
132
130
128
126
124
122
121
120
119
118
117
115
106
96
87
79.5
73.5
69
272
272
271
270
; 194
x
266
~ :::
194
~
~:~
244
234
225
216
207
199
179
158
140
$ 124
111
99 ~
!
f
(
\
\ 194
I
I
I
I
/
218
;::
I
I 89.5
/ ~.:
;:;
[ S&
!;~
::
,32
210
203
:::
89:5
89.5
~
! ::::
1 :::
I ~~
S1-
i g;
;;.5
I 63.5
;:”5
g.
62
:
~ ;;;;
~;
59.2
56.9
54.7
52.4
50.3
48.3
46.3
I 2:”:
58:2
I 56.2
54
j 51.6
48.4
47.4
45.6
43.9
x::
41.1
38.8
36.3
34
! ::.:
39:3
I 37.9
36.4
34.1
‘
:;:
1 ::
I
:::
;:
I ::::
:::
‘ H:
I z:;
133
I :2
1 g::
::
Zii5
63
57.7
72:5
I X:;
i %2
I 65.6
I 53.2
M
109
102
E
78.5
72
;:.6
S6.8
51.5
47.6
;!: ~
1 ::
i ::
83.6
I ::
62.5
52.1
57.7 , 49.7
63.4
47.7
49.5
46.8
4S.8
44
42.5
42.3
3!3.5 i 40.8
36.7 , 39.5
38.2
33.6
60;S
57.4
56
52
48.7
45.4
42.3
39.5
36.8
34.4
32.1
30
I
O
O
o
I
0194
0!94
94
94
50
o
94!0
94
I
84
0
I
94
94
94
64
94
94
50
::
34
36
38
40
45
50
55
60
657
,
64
64
64
, z
64
64
58.2
58.2
58.2
58.2
58.2
58.2
58.2
;
;
~
!
;
ii
85=
90
95
100
105
no_
115
120
I
:
;
‘
~
I
I
i
1
~
,
;::
136*
140
145—
160
1
:::q
28:1
28.1
1667
26.3
24.7
26.4
24.7
170
175
94
64
94
64
23.2
100
100
100
100
180
019410,94!
0
5o194~94[o
0
0
I 50
010
94
g~
i ~~
82.5
82.5
82.5
82.5
82.5
82.5
82.5
82.5
82.5
80
148
::!
96.5
88
80
73.5
]~~
170
175
1194
III
IIII
%~lo
(
;
,
194
194
190
182
175
168
154
142
131
122
p:
102
89:5
81
73.5
67
14
15
16
180
I
II
1
Iv
TA2
I
80302
e
@!433001bs
@E!iJ8.-?7ft
Eil EL.
I
l19ft
103 ft
85 ft
I
138 ft
154 Pt
: 172ft
188 ft
!
,
!
/
1
15
16
17
I
I
&
22
24
26
28
30
;
~
I
!
~
z
::
40
46
50
:
I
]
400
397
384
372
362
343
328
312
295
277
258
240
225
210
195
182
155
134
137
~ 136
I ;::
;
!
132
130
128
t 126
I
j
:%
~~~
I
I
I
1
!
;::
117
115
106
96
,
; 272
i 272
271
!%:
! 267
! 266
%
244
234
194
1;:
194
I
i ~:
%
194
194
190
182
~ ::
I
I
/ 137
%
154
141
i M ! $:.5I M I :%
~
[
75
80
85
90
95
100
105
110
115
120
125
130
135
140
145
150
155
160
165
170
175
180
1
~
,
I
i
I
I
‘
\
1
~~”s
I
I
~
I
89.5
89.5
89.5
89.5
89.5
89.5
89.5
,
162
162
162
162
162
I
~
! 132
132
I 132
%5
‘
:;
~
::::
\
l~&
;;5
:$:
:;:
154
135
118
104
143
130
1 117
104
I
92.5
,
83.5
%-5
84
59.1
%5
62’
59.2
::”:
58:2
56.2
i PM I
%;
49.7
47.7
44.9
41.7
38.6
35.9
g“;
46:4
I 43
, 39.9
i 37
1 34.2
31.5
%“:
47:6
44.3
4~.~
38.4
35.8
33.4
;;”9
47.3
44
40.9
38.1
35.5
33.2
I
%-3
I
;:.7
26.6
24.6
22.7
21
10.4
17.8
16.5
:!.;
g’
::.:
;;5
,
Z:
60.5
54.7
49.1
44.1
61%
58.4
55.6
53.2
62
56.6
51.8
47.3
42.9
38.9
35.3
32
1
.3;::
I
52.6
48.3
44.4
41
37.5
34.2
II
i
I
~ 116
j
:::
%
%7
86
83.5
81
I
I
I
I
82.5
82.5
%
!
%:
825
80”
%5
60:5
57.4
I
;
:
~
I
!
:.:
22:5
20.7
1
II
i
j
I
!
I:94i
1’
I
1!
I
O!94i0
010!50
I
94
L&:!9:\:~5:
940
94
::::
R
I
:;
i
M
I
H
x
64
%.5
I
I
58.2
58.2
58.2
58.2
58.2
58.2
58.2
89.5
89.5
87.5
82.5
77.5
72.5
,
I
‘~:%;
g~~gjwg,
%
~“5
218
218
218
218
215
210
203
196
189
I
I
I
94
94
I
9410i94
94
94
5:
\
‘:
:~zz!;g
!
94
64
64
64
64
(3.&
94
94
‘
1%
‘:
!
I
I
40
45
50
55
60
65
70
!
I
%
85
~
;
;:
100
105
110
115
120
125
130
135
140
I
24:8
22.9
21.2
{
;:”5
16.6
15.3
100
100
I
;%
155
160
I
%
175
180
I
I I
II
;;
TAJ380303
-...
.
~
L.w.E!z
Lifting heights.
Hauteurs de Ievcage.
9
Guyed telescopic boom.
Fl~che telescopique haubanee.
213 !1
197
180
164
148
132
115 e
99
82
65
50
33
17
0
0
17
33
50
65
82
99
115
132
148
164
180
197 ft.
*
Lifting capacities at the IaWice fly iib.
Forces de Ievage & la fleche~te treiRk fixe.
m...
—
*
-.
.-—
-. .-—
..-
.-
I LTM1300
(2ELoo,b
E
lifting heights.
Hauteurs de Ievage.
E@E
Latticeflyjib.
Flechettetreillis
fixe.
*
3’17
323
312
295
279
262
I
246
230
1
I
213
197
m
180
I
7N-%-PH
148
132
115
99
82
65
50
33
17
u
‘9fl
—
*
Liftimg capacities
de Ievcqe
Forces
*
a
la
We hsffing lattice iib.
fleche~te
treih
EiEEl
releva?de.
Fik’ft.ll,ft
Lz!!!il.9ft-230ft
m El..ooml.......@
I
85ft + 10ft*
r’-~~t \
69ft
34
36
38
40
45
50
65
60
66
70
E
85
90
95
100
105
110
115
120
125
130
1
140
14s
150
1s5
160
165
170
175
180
185
190
195
200
210
220
1adapter/
I 79
! 74
60
60
I 37.4
=.8
i z:;
%
I
23.3
%:
27.9
27.7
27.5
27.3
27.2
27
%2,
22.8
22.8
22.7
22.5
22.3
22.1
M
17.2
17
17
16.9
16.7
16.5
34.8 26.9
22.1
16.5 /
34.6
34.4
34.2
34
22
f 16.4 !
21.8
16.3 !
16.3 i
21.8
21.7
16.1 ;
21.6
16
II
21.6
16
15.8 11
~
21.4
21.3
15.8 ;
21.2
15.7 I
15.5 I
21.1
21.1
15.3 I
20.9
1s.1
: 15
I
: 14.8 I
~ 14.6 \
E.7 I %
35.9
59.2
47.5
35.7
58.8 ; 47.4
35.5
47
35.3
46.7
46.6
35.2
46.4
35
I
1
I
I
Ii’
26.8
26.7
26.7
26.5
26.4
26.4
26.2
/
I
I
I
Iii
pike
92ft il15ft 138ft
IG8
\
! 67
66.5 ; 54.1
65.6 { 53.7
I 53.3 [ 41.2
40.8
/=
i 52.7
! 63.5 ! 52.3
40.4
51.8
40.1
61.3
39.7
51
39.3
50.6
38.9
38.7
38.4
;
38.1
37.9
I
37.7
I
I
!
;:;
%::~
I
69ft
161 ft 184 ft;207 ft\230 ft
I
62.5 I
62
61.5 ! 49.9
%i~;l%
Ii
230ft
!1
I
i%.5
i
I
I
::”5 / %:
i
I
‘
d’adaptatam
33.1
32.8
32.4
32
31.8
31.7
31.4
31
30.0
30.5
30.2
301
29:7
!%j38
40
45
50
55
60
65
70
75
80
25.4
25.1 i 19.8 I
24.8 i 19.7 i
24.6 i 19.5
~~.3
8
%
1
11
[
10.8 I
%
11s
120
2;
.24
23.8
23.6
23.5
1 ;:::
I 19.2
i 19
; 18.9
i 18.9
I :::;
15
I 14.9
I 14.8
i 14.7
%
I ::;
,.
I 2“: ;:.; ~ ;:
...—-——.
--— .-—.—.
.-. _ _—
‘
I
22.9 I 18.3
14.3
10.7 ~
135
22.6 i 18.1
14.2
10.6
140
I H , :;.9 M I :;:
R
21.9 I 17.8
17.7
17.7
17.5
y-:
I 13.7
I 13.6
1 13.5
I 13.4
,::.2
10
9.9
9.9
9.7
155
160
165
170
:J
;;:
12.9
12.9
12.7
9.5
9.5
9.3
9.1
8.7
,
I
I
!
!
8.5 ]
TA8
_—.
1
I
l19ft + loft*
92 ft 115 ft!138 ft,161 ft 184 ft 207ft
I105
!104
104
103
83.5
103
83
102
82.5
101
82
101
~ 81.5
100
81
97.5 80.5
135
9
cat
185
190
195
200
210
220
80023.
,
1/2
IiiiEil::ft.l?.ft
EE!5Lft.230ft
El m...
1
154 ft + loft*
E5b
m430.0,bs
I
172ft + loft*
1
!
69
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
ft
42.1
41.8
41.4
41
40.7
40.3
I
92 ft
~
\ 33.8
I 33.4
33.3
I 32.9
! 32.6
32.4
32
31.8
31.7
115 ft
138 ft
161
30.2
30
, 29.8
29.6
29.4
29.2
25.3
25.&
20.5
24.% i 20.3
/ 24.8 I 20.1
%
15.7
15.5
I %3 2?2 H
I %;
;::
I ::”:
:;.2
i 23:2
18.9
18.7
18.5
18.4
18.4
t~.8
14.6
14.4
14.2
14.1
13.9
13.8
13.7
13.6
13.6
13.4
I
adapter/
8.5!
:::
;:
~~
8.3
10.9 I 8.3
10.8
8.2
8
10.7
10.5
8
10.4
8
10.4
7.9
10.2
7.8
10.2
7.8
7.6
10
9.9
7.5
9.9
7.5
9.7
7.3
9.7
7.3
9.6
7.3
7.2
! 5.8
, 5.8
( 5.7
5.6
I 5.6
5.4
5.3
5.3
6.1
~ 6.1
i 4.9
: 4.9
I 4.8
4.6
1 4.6
, 4.5
: 4.4
w’
195
200
210
220
●
ft 184ft 207 ft ;230 Pt! 69 ft ~ 92 ft l15Pt
7
, :.;
I
1
I 4:1
pkice d’adaptataur
.
.
~
\
‘
138 ft
161
ft.
! 184 ft
~
23.4
23.3
23.3
23.1
22.9
22.8
22.8
22.6
22.4
60
65
70
I
16.s
16.7
16.7
16.6
16.6
16.4
16.3
16.3
16.1
15.9
15.8
12.5
12.4
12.4
12.1
12.1
11.9
11.9
11.8
11.6
11.6
11.4
11.4
11.4
8.5
8.5
8.3
8.3
8.2
8
8
7.9
7.8
7.8
76
7“5
.
7.5
7.6
7.3
7.3
;
1:’
I
5.6
; 5.5
5.3
! 5.3
6.3
, 5.3
I 5.I
I :::
! 5.1
I 5.1
I
60
95
100
105
110
115
120
125
!
%
I
;::
i
I
\
~
;
i::l:::l
l:.:~;g:
.
4.9
4.9 \
4.9
170
175
180
185
i
190
195
200
210
~
220
~
TAB 80023.2
.
kifkimg heighfs.
Huuteuws de levage.
@u!?!?-
Luffing lattice jib.
F16chette treillis relevable.
396 It.
380
I
-J
347
246
65
\
7
A
33
,JI
\
~-fit
e;
-0---1
Telescopic
boom I Fleche
?----33
telescopique:
50
83°
65
-82-
W
’115
‘132”
148
164 ‘“ “180--197
213
230 ft.
Lifting capacities at the Juffing lattice iib
wi~h guyed telescopic boom.
Forces de ievage u la flechette treilk relevable
avec ffleche telescopique haulxmee.
●
Ei5J:ft.ll,ft
uz1169ft_230ft
[.1[=13.00
(2ELooo
@
85ft
69 ft
80
85
90
95
100
105
110
116
120
125
130
135
140
145
150
155
160
165
170
175
180
185
190
195
200
210
220
230
2’40
250
260
!
●
adaptar
94.5
90
85
80
92 ft
l15ft
loft*
+
I1/’
138ft
161ft
~lS4ft
207ft
230ft
I
76.5
74
69.5
66
63
69ft
92ft
!
I
I 59.8
\ 58.6
I 57.5
I*
f
%3
62.5
61
58.4
55.5
53
50.7
48.5
l19ft
I
I
49.3
49
48.8
48.5
47.4
45.4
43.5
41.8
49.5
48.7
48
47.3
46.5
45.8
,56.2
i
I
I
I
! 36.3
I 36.1
/ 35.8
35.5
35.3
Iii
i:
~
I 26.9
I 26.8
26.5
26.1
26
25.8
25.6
161ft
1’184ft
I
I
~
)
/!
21:4
21.2
; 21
20.8
~ 20.6
; 20.4
20.3
1 20.1
1:::
207ft
~230ft
l“%
~
::
ijt;:g
:
i
~
41.1
i!M
!
40.7
40.4
i 40.1
!
!
i 32.7
I R
1 %2
I %
i al
31.7
31.5
31.3
31.1
120
~,,;v;:;
25.4
!
I
!
I
I
~ R::
[ 18.4
! 18.3
18.2
:
I
! 14.4
: 14.3
~
/
i :!1
i ;:;:
‘ ,03
17.9
] 17.7
17.5
14
I 13.8
~ 13.6
13.6
] 13.5
, 10.1
9.9
9.9
9.8
9.7
~ 9.7
9.5
I
40-l~fi:~l~~jj~
34.5
34.3
33.5
32.4
31.2
138ft
f
I
28.1
27.9
/ 27.6
115ft~
+ loft*
~
1
1!
I
16.1
~ 15.9
15.7
15.5
15.4
15.2
15
:
:
i
~
%
14.2
;
~
,
I
(
I
;/i
I
I pi~ce d’adaptateur
%
24.9
I 24.’7
24.5
24.3
24.3
::
II
I
I
\
I
I
I
1;
I
;;!
I R
‘
I
1
;:;
170
175
180
y
;
2
210
220
230
240
250
260
TAB801O9,1
. ..
--
.
@w!?
iiislRLt.172ft
m.9ft.230pt
@Il m3600
m.oo.lb
t!E
I
!
I
\ 69 ft
105
110
:;:
I %:
125
1
I
I
e
●
●
——-
adapter
92ft
~ l15ft
138ft ! 161ft ~ 184ft / 207ft
32.5
1 31.8
130
135
140
145
150
155
160
165
170
175
180
185
190
19.5
200
210
220
230
240
250
260
270
[
(
172ft + loft*
154ft + loft”
\
27.4,
26.9 j
26.3 ;
25.9
23.1
25.5 ~ 22.6
i
I
123/
I 22.7
22.3
I 21.9
1
I
~
I.li
!
:;:: !
I
17.2 I
16.8 I 13
16.5
12.8
; 16.3
12.6 !
~ 16.1
~:1:11
I 15.8
.
I
d’adaptateur
..
. ..—--- . ------- —— --—— ——
(
I
I
1
I
I
18.4
[
‘ 18
i
‘ 17.7
I
17.3 ! 13.9
~ ;;.;
13.6
I “’;::
113
I
‘in””
I ;;:
1
IRI
34
I
i 5.8
I 5.8
3.4
3.2
,
I 8.3
, :::
;::
,
5.3
5.3
3.1
3!
2.9
;
9.9
7.2
9.7 I 7.1
~
i %“
I
I
I
Y7\4!
iq::~fl
8.8
i
I
I
6.3
3.9
165
170
175
180
185
190
195
z l:’:!
3.4
I
I
TAB
.... . ..
125
130
Ill:%
l::i
I
8.5
8.3
I
;
138ft I 161ft
/i
1
::;\fi[y
,
l15ft
12.8
12.6
12.5
i;; ! R i H
I
; 92ft
111%
II
iW
69ft
I
1’
I z::
‘ 21.5
21.2
20.8
20.4
/ piha
230 ft
230
240
2s0
260
270
80109.2
I
L;ftingheights at the [Wing
Iattice @
with guyed telescopic boom.
Hauteurs de levage a la fieche~te treiIIis relevabie
avec fleche te{escomique
EEiiC
haubanee.
-363
is
347
328
312
295
279
262
246
230
213
197
180
164
148
132
115
99
82
65
50
33
17
0
i
Telescopic
17
33
50
.-
65
boom/ Y?leche telescopique:
82
68°
99
115
132
148
164
180
197
213
230
246
262
279
0
295 ft.
fl.
:—20,31
:—1
/2,,
3,7”/2$,
~7’2i/z
~so’’l’l”
c’+
-!
41 “
H7
1
1
;
c)
A...T
@-
14.00
e
*
lowered
/abaiss6
R 25
13’3/4”
Dimensions
A
6“’*
12,63,,4,,
D13’11/2”
E
~13y4-
I Encombroment
mm
a
IF
Id
,;2 . .
17”
B
16.5°
~
“
I
9“
Weagnlrs.
I LTM1300
Poids.
F+
l.---.)
Axle
Essieu
2
I
!
26400
26400
lbs
I
I
1
3
Total weight
~4’5
26400
26400
26400
Poids total
16!71
I
26400
1
26400
184800
m
I
Load (kips)”
b
No. of lines
No. of sheavea
Forces delevage(kips)
Brins
I
Poulies
440
12
370
9
300
7
!
226
5
150
3
1
1
66
I
22
IIThe s~etY re@ations of the respective country shall be applicable.
Les specifications de sdcurit&du pays concern~ seront en vigueur.
Weight lbs
I
I
~
5940
5280
5390
4290
3190
1670
860
Poids lbs
,
24
19
15
11
7
3
1
1
I
I
I
Working speeds.
Vitesses.
m
I
I
o
18
mph
o
mph
2
1
J
I
13
1
.~~a
.
3.75
!
6!
@
1
Drive
I
infinitely
I
en continu
o
,
4
3
5
R
*
22
30
40
8.6
18%
10
14
19
4
32 ‘%
14.00
R 25
m
M&anismes
I
o _ 492
I
~
variable
ft/min
Rope diameter
I Diam&re
single line
I
ftfmin au brin simple
ft/min single
0-492
0-
1.3
line
ft/min au brin simple
I Rope length
I Max. single lirtepuH
duc&ble /Longueurduc&ble
Effort au brin maxi,
9V,.S’”11640’
I
22420
Ibs
‘VT6”I 2000’
I
22420
lbs
rpm
approx.
70 seconds to reach 83° boom angie
approx.
7012401490
l----++-‘nv-vs’”sq”’’830
-env. 701240
1490s
seconds
for boom exten;ion
from 69 t I Ig I 197~< (incl. locking)
pour passer de 69 I 119 t 197 ft (incl. verrouillage)
*
Truck chassis.
I LTM1300
Frame:
Liebherr designed and manufactured, box type, torsion resistant,
tion made of high-tensile structural steel.
Outriggers:
4 sliding beams with hydraulic extension cylinders and hydraulic support pad jacks.
Front outriggers mounted between axles 2 and 3, rear outriggers at rear of truck
chassis.
Diesel, 12 cylinder, watercooled, make Daimler-Benz, type OM 444 A, output 390 kW
DIN (530 HP) at 2100 rpm, max. torque 1734 lbs-ft at 1100-1500
rpm.
Fuel tank capacity: 162 gallonsAllison type CLBT 755 automatic transmission with torque converter and hydrodynamic retarder brake. 5 forward speeds, 1 reverse. Splitter gearbox with differential
and off-road range.
Heavy duty crane truck axles, all 7 axles sprung. Axles 1 to 3 and 6 and 7 steered. Axles
1,3,4 and 5 are planetary axles with differential locks.
All axles are hydropneumatically sprung with automatic levelling. Load equalization
between axle pairs.
14 t$res, all axles with single tyres.
T~e size: 14.00 R 25.
m
ngine:
Transmission:
Axles:
Suspension:
Tyres:
all-welded construc-
Steering:
ZF semi-unitary hydraulic power steering, dual circuit system, with hydraulic servo
mechanism and auxiliary pump circuit.
Brakes:
Service brake: servo assisted air brakes acting on all wheels, dual circuit system.
Hand brake: spring-action, acting on all wheels of axles 3 to 7.
Large-area, all-steel cab with resilient mountings, safety glass windows and full range
of instruments.
Driver’s cab:
Electrical
system:
24 Volts DC, 2 batteries, lighting to German road vehicle regulations.
Crane superstructure.
a
Liebherr-made, torsion-resistant, welded construction made of high-tensile structural
steel. Connection to truck chassis by triple roller slewing ring, designed for 360° continuous rotation.
rame:
Crane engine:
Diesel, 6 cylinder, watercooled, make Daimler-Benz, type OM 447A, output 213 kW
DIN (290 HP) at 1800 rpm, max. torque 950 lbs-ft at 1000-1600
rpm.
Crane drive:
Diesel-hydraulic, with 5 axial piston swiveling
output regulation.
Crane control:
Main winch:
By self-centering
pumps with servo control and automatic
control Iever, movable in 4 directions (cross-control
arrangement).
Axial piston motor, full hydraulic power up and down. Hoist drum with integrated
planetary gear and spring loaded brake.
Twin double-acting hydraulic cylinders with integral safety locking valves.
Planetary gear with flange connected hydraulic motor and spring loaded brake.
AU-steel construction, safety glazing, controls and instruments.
LICCON overload safet y indicator, hoist limit switch, safet y valves to protect hydraulic
system against pipe and hose fracture.
Luff ing gear:
Slewing gear:
Crane cab:
Safety devices:
Telescopic boom:
1 boom pivot section and 4 telescopic sections. All sections separat hydraulically
extendable.
Boom length: 51 ft -197 ft.
Electrical
24 Volts DC, 2 batteries.
system:
Additional
equipment.
attice jibs:
isting gear 2:
6
Other items
of equipment
Luffing lattice jib 57 ft – 230 f t, lattice fly jib 34 f t -138
For two-hook operation or to luff the lattice fly jib.
available
on request.
f t.
1