الأسكندريه لمحة المتبادلة الشركة محمداحمد عمليات كرين فقط فى مجموعة متخصصه، ولكن أولا وقبل كل شيء في مناولة البضائع الثقيلة. . ليس فقط في تأجير واستعمال الرافعات، ولكن أيضا فى حل المشاكل المرتبطة بالعمل رافعة مفاتيح نجاحنا: الجودة، السلامة، الهندسة و الصيانة. جودة تقديم الجوده والخدمة عامل أخر من هو نجاحنا. نحن نحرص على كل شيء: نتحدث إلى الزبائن، في محاولة لفهم المشكلة وتحليلها. نجد أفضل الحلول المصممة خصيصا لهم بحيث يتم إنجاز العمل بطريقة اقتصادية وآمنة. سلامة لتكون قادرة علي العمل بأمان جدا، وكنت بحاجة ليس فقط أفضل المعدات ولكن أيضا الأشخاص الذين تم تدريبهم لتشغيل هذا الجهاز. هذا هو السبب يضع الكثير من الجهد في تدريب هؤلاء الناس. وبهذه الطريقة فقط، يمكننا أن نضمن السلامة. ت \ 01146324168 01222648010 01140886589 فكس \ 034384069 - في شركة محمدأحمد لتأجير المعدات الاوناش

1. Technkd Data
Ckamac*erk?iqk9esGedmiques
‘ LTM1300
Mobile Crane
Grue autonnotrice
,.

2. EE!!iJ51ft-197ftE!5ilm....GiL80001bsE!
!
I 51 ft 69 ft 85 ft 103 ft l19ft 138ft
II I
154 ft 172ft !188ft 197ft
1!
,
10 i 719 661
11 I 665 ~ ~~~ ! ! 1’
12
1l_
; 619 , 485 I
13 1 580 547 !’
12
485
14 545
la
509 464 391 156 I
15 ! 510 476 380
14
441 154 301 1
16 ; 474 457 I 417 369
15
148 294
17 ! 450 ! 440 I ii 16
402 358 143 287 224
18
17..
lj~~j~i~~~
347 138 280 219
20 327 128 ‘267 207 224 I
18
130 I
z l&is%~s~~ z~y i% %: ,;RJ M ;%~176’/l’ ;:
20
26 i 326 i 321 i 314 276. 106 ~232 I
~ 3CU6
198
28 302 295 262 101 :221 171 189
~~~ +x 26
139__ 95.5 ‘
30
28
; 287 , 284 278 249 95.5 ;211 163 180 102 ,159
i 2.70
135 94
269 1 262 238 90.5 202 156 173 98
I 30”
z
.- — ~153 130
254 i 253 ~ 248 227 86.5 194
a w ~5i;~ ;% 88.5 ;% i I
—-%— “%
36 I 239~3S ‘ 233 ;;; 82.5 ~186
38 223 I 223 219 79 178 137 154 86:5 I137—”—
40
119
I 206
86.5-2 i ;
196 75.5 i170 132 149
%–-
83.5 I132 115 84 100 ! 84.5 I 79.5
45 I 179 176
40
68.5 )153 121 136 76 ~122 107 77.5
157
93.5 79.5 76
156 62.5 138 111
45
124 70 !113 995 73
R I 140 138
87.5 I 76 I 72 Go_=
57.3 I126 103 114 64.5 ~104 ‘——92.5 68.5 82
60 123
I 68 55
52.9 I116 96 104 60
65
76.5 i ~~.5 64
I 1;; ‘ ;:- ;1::.5 ‘g:; :;-5 ~;.: ~ :“: ;.; ‘ i:; g
69==—-L.—— ..___
~ ~ ~;.5 65
70
75 ~
91.5
70
78.5 83 49:3 I 78.
80
70.5 ~ 53X 64 I 58.6 53.9 75
83.5 74 77.5 46.5 I 73 67
85
50.7
I
76
60.5 ! 55.5 51—— A..—. —
70.5 72 63.5 I 47.7 x
‘ 90 70 67 68 5.8 I L8 596 I 45.1 Z.; I %6 i %:2 So_
95
I I
64 39.6 I 60.5 56~8Q—–
100
51.7 I 47.5 44
60
95
37.4 I 56.7 53.3 I 40.6
105
._ 49.~ i 45.1 41.9 100
i!l
53.6 50.2 38.6 46.6 I 42.9 40
110
105
q
47.4 1 36.7 445 I 41.1 ~ 38.4 11.0.
115
II
~::.7 .4:-9~ 3GT-L- 42.6 ‘ 39.4 36.7
120
115
I 46.1
125
40.8 I 377 35.1 120.——... — ——L —z .
40.9 i 32.2
130
38.9 I 36 125
135
39.2 ‘ 309 37.3 I 34.6 ! %:.- —— 130_
, 37.8 I 29.7 35.8 I 33.2 30.7
140
135
35.61 28.6
145
34.2 ! 31.9 29.2 140
160 I II
~ 27.8 145
155
31.5 ~ 29.6 26.6 150
160 Ill I I
30.4 / ~:~ , &~ 155
165
160_
170 Ill Ill
175
180 Ill
I%: ~a: :%
I i! ]=:8 .21:3 ———175
f 20.3 180
II o 50<%’0 94 0 94 0 94 94’0 84 94 ; 100 I
o 0 0! 0! 5094 94 94 94 ‘946 .:941 OOII
‘;’ ; : .,0 :9:;: 5: : { 5: ‘;’: ~1~
0:0:
% ml
*)overrear Ien arricre TAB 80255 / W=.:
Remarks referring to load
charts.
1. The tabulated lifting capacities do not exceed
85 % of the tipping load.
2. The cranes structural steelwork is in accor-
dance with DIN 1S018, part 3. Design and con-
struction 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 modifica-
tions.
9. 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 Apartir 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.

3. , — –—..
E!i!!iL-ftE!Il m... m.....,.=I
I
1“ 10
12
1I_
13
12
522 i 501
13
::
14
16 453 ~ 443 I 417
15
’369 1148 294 ,
17 435 I 426 .,401 358
16
;143 287 ,224
18
$$ ‘%mw.% 1% % ;;; 224 ,30 :
17
E 351
x)
344 I308 120 256 197 215 123
24 330 328
22
320 !291 113 244 187 206 117 176
307 306
24
299 276 232 178 198 112
E 285 285
168 ;
279 262 t%
26
30
c221 171 189 107 163
263
139
263
95.5
32 244 244 z l%: E; % x% % 1% R ‘:% E
E
34 228 228 225 i224 86.5 194 149 166 94 147
36
126 91
214 214
108 u
211 ,209 82.5 186 143 160 90.6 142 123
38 200 200
88.5 105 36
197 ‘195 79 154
40
86.5 137
184 I182 75.5’ % iW
,119 86.5 102 38
149 83.5 132 115 100 I 84.5
45
79.5 40
158 /156
50
:135 i 68.5 153 136 76 122 %.5
62.5 135 [;!;
,107
138 124 70 113 99.5 73 :::; %“5 I ;: ::
121
%
64.5 104 ; 92.5 68.5
%J I g:: %: I% ;~ ~ %9 :: ~ : :3.; 6’J.: :.5 :;.5 ! E ~:
65
70
92.5 I 89.5
46:2
6S
81.5
60.5
83.5 [ 83.5 82:5 52:4 82’ 75” 56:8 68 62
75
67 70
80 ; ~: ;:::/ ;;:: :::: :: :;5 :::; g. g::; ::9 ::
85
90
66.5 I 61.5 44 62
54” 60.6 I 55.5 41.8 57 f %:: 2::
57:% I ~56 1 -44:;
2
50.1 39.6 52.4 t 52.9 42.8 51.7 47.5
1% 45.3 37.4 48.1 48.8 40.6 49.1 45.1 I %9 95
105
100
110
43.7 46.1 38.6
::”: I ::”: ~ ::4
105
115
39.9 I 41.6 36.7 110
, 36.5 i 38.3 35
120
40:5 39:4 36:7
33.4 I 35.1 33.5 37.7 37.7 I 35.1
125
I
, 32.2 32.2 34.9 36
130
33.6
! 29.7 30.9 32.3 34
135 I / 27.3 29.7
140
29.9 31.8 I 30.7 135
~ 25.2 28.6 27.7 29.5
145
29.1 140
1’
I 25.6 27.4
150
27.5 145
23.7 25.6
156
25.6 150_
I
160
22 23.8 23.8 165
165
22.1 22.2
1:
160_
170
20.6 20.6 165
175
19.2 19.2 170
I
180 Illi I 17.9 ;::; 175
I o
180
50 !94’0 9410 I 94 0 94 94 0 84 I 94 100 I
OiOr O 60 I 64!94 o 94 94 94 94 94 100 II
0!0!0 o I 50 0 94 60 94 94 64!94
o~ 0/94 o 0 I o 94 o 0 94 60 ~ 94
11over rear I en arri&m3 TAB 802S7 /802-!X3
-- .. . . . ..— —..-— . ..— —— ..— —-—
Les forces de Ievage saat chances
41!EAM4L&meI!??lnnnh mwa

4. -01
P“/0
%
Lifting heights.
Haurteums de Ievage.
------
%
--
I
t.
t.,—
“-
-’
I
13ft
37
90
64
48
32
15
99
82
65
50
33
17
0
0 17 33 50 65 82 99 115 132 148 164 180 197 ft.
..
a
.. -..———.———.. ..- —..

5. Lifting capacities at guyed telescopic boom. Ei@Cl
Forces de 9evage a la fleche telescopique haubanee.
@!!i185ft.197ftml ELoo E!, .......
85 ft 103 ft l19ft 138 ft >’1s4 ft 172 ft 188 ft 197 ft
I
14 400 137 ( !
15 397 136 272
14
f (
16 384 135 272 194
15
17 372 133 271
16 ;
362 132 270 ; 194
H 343 130 218
I
I 89.5 !;~
22 328 128
24 315 126
x ~ :::
266 194
;:: / ~.:
26 303 124
28 289 122 ~ ~:~ ;:; [ S& :: ,32 ~ g~
,
30 274 121 244 194 210
32
89:5
258 120 234 194 203 89.5 ]~~ I ~~ i ~~
34 244 119 225 I 190
::: ! :::: 1 ::: ::: 1 ::
82.5
:: ;
36 231 118 216 I 182
34
38 218 117 207
82.5 ,
175
36
;: I :::: ::: ‘ H: i :: 82.5
40 205 115 199 168
38
45 ‘ 177 106 179 I 154
82.5 64 58.2 40 ‘
155 96 158 142 148 I z:; 133 I :2
82.5 64 58.2 ; 45
~
:: 136 87
83.6 82.5 64 58.2
140 I 131
50
I
60 121 79.5 $ 124 122 ::! 1 g:: M ;!: ~ I ::
82.5 58.2 ; 55
65 107 73.5 11199 ~ / p: 109
82.5 , z 58.2 60 I
70 96 69
82.5 64
102 72:5 102 S1- i g; 80 64
58.2 ~ 657
75 89:5 96.5
:: I X:; E ;;.5 I 63.5 ;:”5 g.
58.2
80 81 88
85
90
73.5 80 78.5
67 73.5 Zii5 i %2 72
62 I 2:”: ! ii i
: ~ ;;;; ~;
58:2 ; 85=
9s 63
59.2 I 56.2
I 65.6
90
100
56.9
;:.6
54
57.7 I 53.2 62.5 52.1
I 95
1
105
60;S 54.7 j 51.6
S6.8 57.7 , 49.7
100
110
57.4 52.4 48.4 105 ~
51.5 63.4
115
47.7 56 50.3 47.4 : no_
120
47.6 49.5 46.8 52 48.3 45.6 115 ,
125
4S.8 44 48.7 46.3 43.9
42.5
120
130
42.3 45.4
135
3!3.5 i 40.8 42.3
140
x:: ! ::.: ;::
36.7 , 39.5 39.5 41.1
33.6
39:3
38.2
*136
145
36.8 38.8 I 37.9 1 140
150
34.4 36.3 36.4 145—
155
32.1 34 34.1 ‘ 160
160
30
:;: 1 :: I :::q
165 I 28:1 1667
170
28.1
26.3 26.4
175
170
180
24.7 24.7 175
I
1194
23.2
019410,94! o 94
180
94!0 64 94 1
III O 0
100 I
5o194~94[o 94 94 I 94 94 64 100 II
IIII O 0 0 I 50 0194 50 84 94 94
%~lo 94
94 100
010 I 0!94 o 0 I 94 50 64 100 Iv
TA2 80302

6. e @E!iJ8.-?7ftEil EL. @!433001bs
I
I 85 ft 103 ft l19ft 138 ft 154 Pt : 172ft 188 ft
!
, 400 137
15 ! 397 ~ 136 ; 272 , I R
16 / 384
I ;:: i 272
17 1 372 271 194 I :;
I 362 ; 132
& I 343 ! 130 !%: 1;: 218 89.5
I
i M
22 328 128 ! 267 ,
! 266
218
24 ; 312
89.5
t 126 194 218 89.5 162 I I I H
26 ~ 295
I :% % I %
218 89.5 I
28 277
162 ~
215 89.5
30
162 ! 132 x
I 258 j ~~~ 244 194 210 89.5
! 240
162 132
234 194 203 89.5 162 I 132
z ~ 225
I ;:: i ~:
190 196
210 182 189
g~~gjwg, ‘~:%; ‘:
1%
:: : 195 I 117
40 182 I 115 ~ :: I % :;: 64 58.2 ! 40
46 I 155 1 106 I 154 154 89.5 143 I 86 I 82.5 64 58.2 45
50 ] 134 ! 96 / 137 141 135 89.5 130 ~ 116 83.5 82.5 64 ‘ 58.2 ~ 50
% i M ! $:.5I M I :% 118 , 87.5
1 117
j :::
81 64
I %: (3.&
58.2 ; 55
104 82.5 104
% I % ! 80” 64
58.2 60
~ [ ~“5 1 ~~”s I %5 ‘ l~& %.5
77.5 I 92.5 825
72.5 , 83.5
58.2 I 65
58.2 I 70
75 1
80 ~
:; ~ ;;5 g’ ::.: ;;5 , Z:
%5 I %-5 %5 ::”: ! %
85 ,
I :::: :$:
60.5 61% 62 1 .3;:: 60:5 ; 84 62’
90 I
58:2 I 85
54.7 58.4 56.6 57.4 : 59.1
95 i
59.2 56.2
49.1 55.6 51.8 52.6
100 I 44.1 53.2 47.3
105 I
48.3 I %; ~ g“; %“: ;;”9
;:
100
42.9 44.4 49.7 46:4 47:6 47.3
110 ‘ 47.7 I 43
105
38.9 41 44.3 44
115
110
35.3 37.5 44.9 , 39.9 4~.~
120
40.9 115
I
125 ~
32 I 34.2 41.7 i 37 38.4 38.1 120
II
38.6 1 34.2
130 I i PM I 35.9
35.8 35.5 125
135
31.5 33.4 33.2 130
140
I i
I %7 %-3 I :.: ;:.7 :!.;
135
145
140
150 !
26.6
I 22:5 24.6 24:8 { ;% ~
155
II
1 20.7 22.7 22.9
160 I
155
165 i
21 21.2 160
1’ I
10.4
170 j 17.8 ;:”5 I %
175 I
180 ! 1!
16.5 16.6
I
175
I I
I:94i O!94i0
15.3 180
940 94 9410i94 94 100 I I
010!50 I 94 94 94 I 94 94 ! 94 94 100 II
L&:!9::~5: :::: 5: ‘: :~zz!;g ;;
TAJ380303
-... .

7. Lifting heights.
Hauteurs de Ievcage.
L.w.E!z
9Guyed 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.
*

8. Lifting capacities at the IaWice
Forces de Ievage & la fleche~te
fly iib.
treiRk fixe.
I LTM1300
m... (2ELoo,bE
—
*
-. .-— -. .-— ..- .-

9. I
1
I
I
lifting heights. E@E
Hauteurs de Ievage.
Latticeflyjib.
Flechettetreillisfixe. *
—
3’17
323
312
295
279
262
246
230
213
197
m
180
7N-%-PH148
132
115
99
82
65
50
33
17
u
‘9fl
*

10. Liftimg capacities cat We hsffing lattice iib. EiEEl
Forces de Ievcqe ala fleche~te treih releva?de.
* Fik’ft.ll,ftLz!!!il.9ft-230ftm El..ooml.......@I
r’
85ft + 10ft* l19ft + loft*
I 1
-~~t 69ft 92 ft 115 ft!138 ft,161 ft 184 ft 207ft 230ft 69ft 92ft il15ft 138ft 161 ft 184 ft;207 ft230 ft
I
34 I105 I I
36 !104 I !1 !%j38 104
IG8
38
40 103 83.5 40
45 103 83 ! 67 45 ‘
50 102 82.5 62.5 I 66.5 ; 54.1 50
65 101 82 62 65.6 { 53.7
~ 81.5 61.5 ! 49.9 I 53.3 [ 41.2
55
60 101
/ = i 52.7
60
66 100 81
::”5 / %: I 37.4
40.8 65
70 97.5 80.5 ! 63.5 ! 52.3 40.4 33.1 70
E 1 i%.5 %i~;l% =.8
51.8 40.1 32.8 25.4 75
61.3 39.7 32.4 25.1 i 19.8 I 80
85 I 79 60
60 i z:; % ;:; 23.3
51 39.3 32 24.8 i 19.7 i
90 ! 74 50.6 38.9 31.8 24.6 i 19.5
95
i %::~E.7 I % %: %2, M i I
38.7 31.7
100 38.4 31.4
105
Ii
2; 1 ;::: I :::; ~~.3 8
59.2 47.5 35.9 27.9 22.8 17.2 ; 38.1 31
110 58.8 ; 47.4
.24 I 19.2 I 15
35.7 27.7 22.8 17 37.9 30.0 23.8 i 19 I 14.9 % 1 %
115 47 35.5 27.5 22.7 17 I 37.7 30.5 23.6 ; 18.9 I 14.8 11 [ 11s
120 I 46.7 35.3 27.3 22.5 16.9 I 30.2 23.5 i 18.9 i 14.7 10.8 I 120
125 I 46.6 35.2 27.2 22.3 16.7 I
29:7 % I ::; I 2“: ;:.; ~ ;:301
130 46.4 35 27 22.1 16.5 ! ,.
135 I 34.8 26.9 22.1 16.5 / ‘ 22.9 I 18.3 14.3 10.7 ~ 135
140 34.6 26.8 22 f 16.4 ! 22.6 i 18.1 14.2 10.6 140
14s 1 34.4 26.7 21.8
150
16.3 !
34.2 26.7 21.8 16.3 i R I H ,:;.9 M I :;:
1s5 I 34 26.5 21.7 16.1 ;
I II
21.9 I 17.8 I 13.7 10 155
160 26.4 21.6 16 17.7 I 13.6 9.9
Ii’
160
165 26.4 21.6 16
11
17.7 1 13.5 9.9 165
170 26.2 21.4 15.8 ~ 17.5 I 13.4 9.7 170
175 21.3 15.8 ;
180 / 21.2 15.7 I
185 I 21.1 15.5 I
y-: ,::.2 :J ;;:
12.9 9.5 , 185
190 21.1 15.3 I 12.9 9.5 I 190
195 I I 20.9 1s.1
I
12.7 9.3 I 195
200 : 15
Iii
9.1 ! 200
210 : 14.8 I 8.7 ! 210
220 ~ 14.6 8.5 ] 220 ,
1adapter/ pike d’adaptatam TA8 80023. 1/2
_—.
9
...—-——. .-. _ _—--— .-—.—.

11. IiiiEil::ft.l?.ftEE!5Lft.230ftEl m...m430.0,bs E5b
154 ft + loft*
1
172ft + loft* I
1
!
69 ft 92 ft 115 ft 138 ft 161 ft 184ft 207 ft ;230 Pt!
I
69 ft ~ 92 ft l15Pt 138 ft 161 ft.!184 ft
50 42.1 ~ 30.2 ~
55 41.8 33.8 30 23.4
60 41.4 I 33.4 , 29.8 23.3
65 41 33.3
60
29.6 23.3 I
70
65
40.7 I 32.9 25.3 29.4 23.1 16.s
75 40.3 ! 32.6
70
25.& 20.5 29.2 22.9 16.7
80 32.4 24.%
12.5
i 20.3 15.7
85 32 / 24.8 I 20.1 15.5
22.8 16.7 12.4 8.5 ;
22.8 16.6 12.4 8.5 1:’
90 31.8
31.7 % I %3 2?2 H 8.5!
22.6 16.6
95
12.1 8.3 I 60
22.4 16.4 12.1 8.3
100
5.6 95
I %; ;:: t~.8 ::: ;: ! 5.8
16.3 11.9 8.2 ;
105
5.5 i 100
16.3
110
I ::”: :;.2 14.6 ~~
11.9 8 5.3 I 105 ~
8.3 , 5.8 16.1 11.8 8
115
! 5.3 110
14.4 10.9 I 8.3 ( 5.7 15.9 11.6 7.9
120 i 23:2
6.3 115
18.9 14.2 10.8 8.2 5.6
I 5.6 ~
15.8 11.6
125
7.8 , 5.3 120
18.7 14.1 10.7 8 11.4 7.8 I 5.I I
130
125
18.5 13.9 10.5 8 5.4
135
11.4 76
18.4 13.8 10.4 8 5.3 7“5 I ::: ! %11.4 .
140 18.4 13.7 10.4 7.9 5.3
145
7.5 ! 5.1
13.6 10.2 7.8 6.1 7.6 I 5.1 I ;:: ;
150 13.6 10.2 7.8 ~ 6.1
155
7.3
13.4 10 7.6 i 4.9 7.3 i::l:::l
160 9.9 7.5 : 4.9 ‘
165 9.9 7.5 I 4.8
l:.:~;g:
170 9.7 7.3 4.6
.
175
4.9 170
9.7 7.3 1 4.6 4.9
180
175
I
9.6 7.3 , 4.5
185
4.9 180
7.2 : 4.4
190
w’
185 i
195
190
200
195
210 I
7 , :.; 200
220
210 ~
I 4:11 220 ~
q adapter/ pkice d’adaptataur TAB 80023.2
. .

12. .
kifkimg heighfs.
Huuteuws de levage.
@u!?!?-
Luffing lattice jib.
F16chette treillis relevable.
I
396 It.
380
-J
347
246
65
7
A
,JI
33
~-fit
-0---1 ?----33 50 65 -82- W ’115 ‘132” 148 164 ‘“ “180--197 213 230 ft.
e; Telescopic boom I Fleche telescopique: 83°

13. Lifting capacities at the Juffing lattice iib
wi~h guyed telescopic boom.
Forces de ievage u la flechette treilk relevable
avec ffleche telescopique haulxmee.
q
Ei5J:ft.ll,ftuz1169ft_230ft[.1[=13.00(2ELooo@
85ft + loft* I l19ft + loft*
69 ft 1/’92 ft l15ft I 138ft 161ft ~lS4ft 207ft 230ft 69ft 1’92ft 115ft~ 138ft 161ft 184ft 207ft ~230ft
80 94.5
I
85 90 I !
I
l“%
90 85
I* I ~ /!
95 80 76.5 f
~ ::
I 59.8 )
!
100 74 58.6
105 69.5 %3 I 57.5 49.5 ijt;:g
110 66 62.5 ,56.2 : ~48.7
116 63 61
I
48 i i!M
120 58.4 49.3 i I
47.3 41.1 !
125
120
55.5 49 I 46.5
130
40.7 !
53 48.8 I
Iii
45.8 40.4 !
135 50.7 48.5 ! 36.3 i 40.1 i 32.7
140 48.5 47.4 I 36.1
~,,;v;:;
f
145 45.4 / 35.8 28.1 I i: I R 1 %2 25.4 ! I ! ;;!
150 43.5 35.5 27.9 I
155 41.8 35.3 / 27.6 I % i al % I I I R
160
165
40-l~fi:~l~~jj~ ~ ~ 1
I 24.’7 ~ R:: : ~ ‘ ;:;
31.7 24.9
31.5
170 34.5 I 26.9 21:4
1!
31.3 24.5 [ 18.4 I / I
175
170
34.3 I 26.8 21.2 16.1 I 31.1 24.3 ! 18.3 ! 14.4 1
180
175
33.5 26.5 ; 21 ~ 15.9 I 24.3 18.2 : 14.3
185
180
32.4 26.1 20.8 15.7 I (
190 31.2 26 ~ 20.6 15.5
195 25.8 ; 20.4 15.4 : ;/i :: i :!1 i ;:;: ‘ ,03 y
200 25.6 20.3
210
15.2 :
II
17.9 14 , 10.1 ; 2
1 20.1 15 i ~ ] 17.7 I 13.8 9.9
220
210
230 1::: % ~ I I
17.5 ~ 13.6 9.9 220
2’40
13.6 9.8 230
14.2 ; , ] 13.5 9.7
250 I 1;
240
260
~ 9.7 250
I I I I 9.5 260
q adaptar I pi~ce d’adaptateur TAB801O9,1
. .. -- .

14. @w!?
iiislRLt.172ftm.9ft.230pt@Il m3600m.oo.lbt!E
e
I
154ft + loft” 172ft + loft*
I
! 69 ft 92ft ~ l15ft 138ft ! 161ft ~ 184ft /207ft 230 ft 69ft ; 92ft l15ft 138ft I 161ft
105 32.5 (
110 1 31.8
1’ /i
1 I ‘in””I
:;: I %: 27.4,
123/ I
I 22.7 I I I ;;:
125
[
26.9 j
I.li
~22.3 18.4
[
125
130 26.3 ; I 21.9 ‘ 18 i 1 130
135 ( 25.9 23.1 ! 1 ‘ 17.7 I
I 140 25.5 ~ 22.6 17.3 ! 13.9I Ill:%1 145
I I z:: :;:: ! I
~ ;;.; 13.6
150 111%
155 ‘ 21.5 17.2 I
160 21.2 16.8 I 13 II I “’;:: I i %“113 IRII
165 20.8 16.5 12.8 12.8 9.9 7.2
170
165
20.4 ; 16.3 12.6 ! I
1 12.6 9.7 I 7.1 I 170
175 ~ 16.1
~:1:11
12.5 I 175
180 I 15.8 . l::i Y74!I 180
185 i
i W i;; ! R i H I ~ iq::~fl 185
190 I 190
19.5
::;fi[y 34 I
8.8 6.3 3.9
200
195
210
I
8.5 i 5.8 3.4 ,
220 8.3 I 5.8 3.2 i z l:’:!230
I 8.3 , ::: ;:: , I 3.4 230
240 , 240
250 5.3 3.1 ;
260
I
2s0
5.3 3! 260
270 ; I 2.9 I 270
q adapter / piha d’adaptateur TAB 80109.2
..
——- . ..—--- . --------—— --—— —— .... . ..
q

15. I
L;ftingheightsatthe [Wing Iattice @
EEiiC
with guyed telescopic boom.
Hauteurs de levage a la fieche~te treiIIis relevabie
avec fleche te{escomique haubanee.
is
-363
347
328
312
295
279
262
246
230
213
197
180
164
148
132
115
99
82
65
50
33
17
0
0
17 33 50 65 82 99 115 132 148 164 180 197 213 230 246 262 279 295 ft.
.-
fl.
i Telescopic boom/ Y?leche telescopique: 68°

16. :—20,31 /2,,
:—1 3,7”/2$,
-! H7
~7’2i/z c’+ 41 “
~so’’l’l”
1
1
;
c)
Dimensions I Encombroment mm
e
@-
A...T
A D- E
6“’* IF a B
~ “
14.00 R 25 13’3/4” 12,63,,4,,
13’11/2” ~13y4- Id ,;2 . .
* lowered /abaiss6
17” 16.5° I 9“

17. Weagnlrs.
Poids.
I LTM1300
l.---.)F+
Axle
Essieu
I I
1
I 2 ! 3 ~4’5
16!71
Total weight
Poids total
I 1
lbs 26400 26400 26400 26400 26400 26400 26400 184800
m
I
Load (kips)”
b
No. of sheavea
I
No. of lines
I
Weight lbs
Forces delevage(kips) Poulies Brins Poids lbs
,
440 12 24 I 5940
370 9 19 I 5280
300 7 15 ~ 5390
226 ! 5 11 I 4290
150 3 1 7 3190
66 1 1 3 1670
22 I 1 I 860
IIThe s~etY re@ations of the respective country shall be applicable.
Les specifications desdcurit&du pays concern~ seront en vigueur.
Working speeds.
Vitesses.
m
J
I
I
1 2 3 4 5 R
,
*
omph
18
13 22 30 40 8.6 18%
I
o
1
mph .~~a ! 3.75 6!
.
10 14 19 4 32 ‘%
o
@ 1 14.00 R 25
m Drive I infinitely variable ~ Rope diameter I Rope length I Max. single lirtepuH
M&anismes I en continu I Diam&re duc&ble /Longueurduc&ble Effort au brin maxi,
I
o _ 492 ft/min single line
I
I ftfmin au brin simple
9V,.S’”11640’ I 22420 Ibs
ft/min single line
0-492
ft/min au brin simple
‘VT6”I 2000’ I 22420 lbs
0- 1.3 rpm
l----++-‘nv-vs’”sq”’’830-- *
approx. 70 seconds to reach 83° boom angie
approx. 7012401490 seconds for boom exten;ion from 69 t I Ig I 197~< (incl. locking)
env. 701240 1490s pour passer de 69 I 119 t 197 ft (incl. verrouillage)

18. Truck chassis. I LTM1300 1
Frame:
Outriggers:
mngine:
Transmission:
Axles:
Suspension:
Tyres:
Steering:
Brakes:
Driver’s 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 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 gallons-
Allison type CLBT 755 automatic transmission with torque converter and hydro-
dynamic 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.
ZF semi-unitary hydraulic power steering, dual circuit system, with hydraulic servo
mechanism and auxiliary pump circuit.
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.
24 Volts DC, 2 batteries, lighting to German road vehicle regulations.
Crane superstructure.
arame:
Crane engine:
Crane drive:
Crane control:
Main winch:
Luff ing gear:
Slewing gear:
Crane cab:
Safety devices:
Telescopic boom:
Electrical system:
Liebherr-made, torsion-resistant, welded construction made of high-tensile structural
steel. Connection to truck chassis by triple roller slewing ring, designed for 360° con-
tinuous rotation.
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.
Diesel-hydraulic, with 5 axial piston swiveling pumps with servo control and automatic
output regulation.
By self-centering 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.
1 boom pivot section and 4 telescopic sections. All sections separat hydraulically
extendable.
Boom length: 51 ft -197 ft.
24 Volts DC, 2 batteries.
Additional equipment.
6
attice jibs: Luffing lattice jib 57 ft – 230 f t, lattice fly jib 34 f t -138 f t.
isting gear 2: For two-hook operation or to luff the lattice fly jib.
Other items of equipment available on request.