25
PC25 RATED CAPACITY PC - D28 OCTOBER 2013 REV A TIDD PC25 RATED CAPACITY MANUAL PC - D28
PC25
RATED CAPACITYPC - D28
OCTOBER 2013REV A
TIDD PC25 RATED CAPACITY MANUALPC - D28
PC251
RATED CAPACITYPC - D28
OCTOBER 2013REV A
WARNING
Do not operate this crane without reading and understanding the information contained in this document.
PC252
RATED CAPACITYPC - D28
OCTOBER 2013REV A
Contents
1. Warnings.DefinitionsOperations on side slopes
2. Operations.Range diagram Working area diagram
3. Rated capacity.LC01 Main hoist manual extension retractedLC02 Rhino hook with manual extension retractedLC03 Main hoist manual extension extendedLC04 Rhino hook with manual extension extendedLC05 Tele boom 1 with 20T lifting lugLC06 Base boom 1 with 25T lifting lugLC07 Side Slope Deration 5ºLC08 Man basket manual retractedLC09 Man basket manual extended
PC - D28
CONTENTS
PC253
RATED CAPACITYPC - D28
OCTOBER 2013REV A
1. WARNINGS.
PC25�
RATED CAPACITYPC - D28
OCTOBER 2013REV A
DEFINITIONS.
Articulation – The crane pivots in the middle to allow steering and slewing of a lifted load. Working areas for the purpose of rated capacities are less than 10º of articulation and greater than 10º of articulation, in either direction from straight ahead. Up to 42º articulation is possible in either direction - see the working area diagram.
Deration – External influences that result in a decrease to the rated capacity, are expressed as a factor to multiply the rated capacity (RC) by. E.g. RC x Factor = Derated capacity.
Freely suspended load – A load hanging free with no forces other than the connection to the hook.
Load Radius – Is the forward horizontal distance between the centre of the front wheels to the vertical centre of the winch rope with a load applied. ‘Radius’ on the rated capacity charts refers to the load radius in meters.
Loaded boom angle – This is for reference to set up the crane only. It gives an approxima-tion of the load radius for a given boom length, with no allowance given for deflection of the boom or tyres. ‘Boom angle’ on rated capacity charts refers to the loaded boom angle.
Load moment indicator (LMI) – An Operator’s visual and audible indicator for when the rated capacity is approached and reached.
Rated capacity (RC) – The total load including the load equipment freely suspended in ideal conditions that the crane can safely lift at a given boom length and load radius.
Side load – Any external, horizontal force applied to the boom or load.
Work areas – The work area given in the working range diagram is taken from the centre pivot. The LMI display indicates the current steer angle and will automatically update the al-lowable load at 10º.
PC255
RATED CAPACITYPC - D28
OCTOBER 2013REV A
DANGER
CRUSH HAZARD
There is a crush hazard between the front and rear sections of the crane when articulating. Never stand in the pivot area with the crane engine is running or the emergency pump is operating. Always remove the key, tag and lock out isolator switches located at the right hand side before carrying out any tasks within the pivot area.
General
1. This machine has been designed tested to standards AS1418.1 and 1418.5 for pick and carry operation on tyres.2. The rated capacities given are for this crane as standard from factory and when all directions are strictly followed in this document. Any deviation from the intended use given in this document or modification of the crane from standard could result in the rated capacity being reduced.3. This crane can be hazardous if operated or maintained in a manner outside of the parameters set out in the operating, service and parts manuals. If any of these manuals are missing contact your local authorised TIDD agent for replacements.
Set up
4. Reduced rated capacities for a task shall be dictated by the operator with allowance for adverse conditions such as but not limited to:
• The supporting surface• Load pendulum actions• Jerking• Sudden stopping of the load• Weather• Dual lifting• Electrical wires• Hazardous surroundings
PC25�
RATED CAPACITYPC - D28
OCTOBER 2013REV A
• Experience of personnel
5. Rated capacities are based on perfect scenarios with flat, level and firm ground (max of 1% slope/0.6º). Lifting or travelling with a load on uneven or soft ground can be haz-ardous and reduces the rated capacity of the crane. Refer to ‘Operation on cross slopes’ in this document.
Never attempt to drag the load.
6. Wind forces of up to 10 m/s or 36 km/h have been factored into the rated capac-ity. Any additional wind force should be taken into account and allowance given to the rated capacity.7. The rated capacities given in the charts above the red line are based on the struc-tural and hydraulic competence of the machine. Exceeding the rated capacity of the lift chart above red structural line will lead to damage of the crane. The Capacities given below the red line take into account the cranes stability.8. The rated capacities given include the mass of the hooks, slings, blocks and auxiliary lifting devices. The mass of these components must be subtracted from the capacity given on the chart to give the net load weight.9. Loaded boom angles at specified lengths are an approximation only of the radius - The boom angle should be increased to allow for deflection increasing the load radius as the load is lifted.
Operation
10. Read and understand all warnings and instructional notes.11. Do not tip the machine to determine allowable lifting capacities.12. Loads can be lifted from;
• Main boom head• Rhino hook• Fixed 25T lug on base boom• 20T lug on tele boom 1
A man basket may also be attached to the head of the boom. Always use the correct rated capacity chart for the lifting point being used and ensure the LMI is set to the correct duty. Any attachment not specified in the manual needs to be authorised in writing by TIDD prior to use.13. Lifting from more than one point simultaneously is prohibited.
PC25�
RATED CAPACITYPC - D28
OCTOBER 2013REV A
14. Personnel should never be handled via the boom except in an approved TIDD man basket. The basket should be fitted according to TIDD attachment specifications unless authorised to do otherwise.15. When the boom length or radius are between given values use the lower rated capacity. The LMI interpolated value may also be taken.16. Side loading the machine can result in structural failure or tip over. Side loads can be generated by;
• Lifting when not level• Sudden acceleration or deceleration when articulating a load• Dragging or pushing a load• Wind forces on the load and boom structure.
17. The manual extension rated capacity will vary depending on the loaded boom an-gle. The boom may be retracted and extended with the manual set. The rated capacity does not change for the fully extended position for any given loaded boom angle.18. It is safe and acceptable to attempt to telescope any load within the limits of the rated capacity manual. The maximum load that may be telescoped is limited by;
• Loaded boom angle• Hydraulic pressure• Lubrication of the boom sections• Boom length
CAUTION
19. The winch rope is fully compensated by the boom with exception of setting the manual extension. Check the operators manual for setting the extension, once set the compensation is fully functional.20. Do not allow the winch to fully unwind, always ensure a minimum of 3 coils of rope remain on the winch drum. The winch is fitted with a 3 wrap indicator.21. Rated capacity is dictated by tyre condition, rating and pressure. All the tyres must be in good condition, inflated to the correct pressure and of the correct rating before attempting a lift.22. Pick and carry is available through full articulation, the rating decreases when above 10º articulation. Use reduced capabilities in the chart if going above 10º articulation.23. The maximum speed for pick and carry operation is 1.5 km/h
PC258
RATED CAPACITYPC - D28
OCTOBER 2013REV A
24. Using this crane outside of the rated capacity or given instructions is hazardous.
PC25�
RATED CAPACITYPC - D28
OCTOBER 2013REV A
OPERATIONS ON SIDE SLOPES.
Mobile cranes are designed to be used primarily on firm, flat and level ground (within 1º gra-dient) according to AS 1418.5. Any deviation from this requires an adjustment to the rated capacity. Freely suspended loads should be avoided above this gradient (AS 2550.5). The following precautions should be adhered to when negotiating side slopes up to 5º (8.75% gradient).
Surface depressions and potholes will create the same effect as a side slope.
• Ensure the tyres are inflated to 130psi.• Ensure the ground condition is hard enough to support the axle loads.• Reduce the rated capacity of the crane by the deration factor for the crane as shown in the operating on cross slopes up to 5º (8.75% gradient) fig.1 page 11. The crane side load indicator will not automatically adjust the rated capacity.• Use the crane slope inclinometer as a guide only, it is more accurate in a straight ahead position unloaded. The crane will show incline if articulated - this could easily be confused with the grounds slope. • Use the minimum boom length and boom angle to keep the boom tip as close as pos-sible to the ground.• Keep the load as close as possible to the ground.• Use the minimum of articulation as possible, the crane when steered will also move the hook equally as much.• If possible keep the load uphill of the crane especially when articulated. The working radius will increase with a suspended downhill positioned load.• Load swing will give greater instability, where possible tag line loads to prevent the pendulum type action of the load. Movements of the crane should be as smooth as possible.
Rated capacity deration on 5º cross slope• The deration factor is a function of boom angle• From the Rated Capacity Manual or LMI. The rated capacity of the lift you are under-taking can be read.• From Fig 1. Range Diagram the deration factor can be found.• Multiply the Rated Capacity by deration factor to calculate the derated capacity
PC2510
RATED CAPACITYPC - D28
OCTOBER 2013REV A
Fig. 1
• Example load case: (From PC25-LC01 load chart)• Boom angle = 53°• Boom length = 10.0m• Radius = 3.5m• Rated Capacity = 9520kg 0<10° articulation
9520 kg x 0.4 = 3808 kg Derated Capacity
PC2511
RATED CAPACITYPC - D28
OCTOBER 2013REV A
2. OPERATIONS.
Range diagram
PC2512
RATED CAPACITYPC - D28
OCTOBER 2013REV A
ATTACHMENT MASSESPART # MASS
� PART 20T HOOK BLOCK PC22-51� 135 KG1� METRIC TONNE HOOK PC-8-1�5N-0-15 1� KG10 TONNE RHINO HOOK PC22-51� 18 KG
15 METRIC TONNE SPREADER BAR PC22-55� 110 KG
The weight specifications given in the table are for TIDD standard equipment.
WIRE ROPE18.�T 20.0T
14mm Dyform 34LR RH4LL 2160 N/mm2
14mm Dyform 34LR RH4LL 2160 N/mm2
PC2513
RATED CAPACITYPC - D28
OCTOBER 2013REV A
TYRE SPECIFICATIONSUSE SPEED LOAD RATING
PICK & CARRY 0-2 Km/h 8��5 KGSTATIC 0 KM/H �250 KG
HIGHWAY 80 Km/h 3000KG
TYRE INFLATION CHART
POSITION SIZEINFLATION PRESSURE (PSI)
PICK & CARRY HIGHWAY TRAVELFRONT 12.00 X 20 130 130REAR 12.00 X 20 130 130
PC251�
RATED CAPACITYPC - D28
OCTOBER 2013REV A
3. RATED CAPACITY.
LMI DUTY
LC01 MAIN HOIST MANUAL EXTENSION RETRACTED
LC02 RHINO HOOK WITH MANUAL EXTENSION RETRACTED
LC03 MAIN HOIST MANUAL EXTENSION EXTENDED
LC04 RHINO HOOK WITH MANUAL EXTENSION EXTENDED
LC05 TELE BOOM 1 WITH 20T LIFTING LUG
LC06 BASE BOOM 1 WITH 25T LIFTING LUG
LC07 SIDE SLOPE DERATION 5º
LC08 MAN BASKET MANUAL RETRACTED
LC09 MAN BASKET MANUAL EXTENDED
PC2515
RATED CAPACITYPC - D28
OCTOBER 2013REV A
RADI
US
5.9
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.3
-ST
ABIL
ITY
AS P
ER A
S 14
18.5
200
2 TA
BLE
9.3.
2 PI
CK A
ND
CARR
Y 20
000
20
000
20
000
20
000
66
.6%
OF
TIPP
ING
LOAD
1840
0
1840
0
1840
0
1840
0
53
57
60
62
-O
PERA
TIO
N O
F TH
IS M
ACHI
NE
WIT
H HE
AVIE
R LO
ADS
THAN
THE
20
000
20
000
20
000
20
000
20
000
20
000
CA
PACI
TIES
LIS
TED
IS S
TRIC
TLY
PRO
HIBI
TED.
MAC
HIN
E TI
PPIN
G 18
400
18
400
18
400
18
400
18
400
18
400
W
ITH
BOO
M E
XTEN
SIO
N O
CCU
RS R
APID
LY A
ND
WIT
H O
UT
47
51
55
57
60
62
ADVA
NCE
WAR
NIN
G17
200
17
130
17
060
16
990
16
920
16
850
16
780
16
710
15
480
15
420
15
350
15
290
15
230
15
170
15
100
15
040
-
LIFT
ING
IS T
O B
E VE
RTIC
AL O
NLY
40
46
49
53
55
58
60
61
1390
0
1387
0
1384
0
1380
0
1377
0
1374
0
1371
0
1367
0
1364
0
1361
0
-CR
ANE
IS T
O B
E PO
SITI
ON
ED O
N F
LAT
EVEN
GRO
UN
D
1182
0
1179
0
1176
0
1173
0
1171
0
1168
0
1165
0
1231
0
1228
0
1225
0
BEFO
RE H
OIS
TIN
G32
39
44
48
51
54
56
58
60
61
11
450
11
400
11
360
11
310
11
270
11
220
11
180
11
130
11
080
11
040
10
990
10
950
10
900
-
STAN
DARD
HO
IST
ROPE
SPE
CIFI
CATI
ON
UP
TO 1
8400
KG (
4 PA
RTS)
9730
9690
9650
9620
9580
9540
9500
9460
9420
9930
9890
9850
1090
0
14M
M 3
4 X
7 GR
ADE
1960
N/m
m2
NO
N R
OTA
TIN
G20
31
38
42
46
49
52
54
56
58
60
61
62
M
IN B
REAK
ING
FORC
E 18
400K
G10
000
99
40
98
80
98
20
97
60
97
00
96
40
95
80
95
20
94
60
94
00
93
40
92
80
92
20
9160
91
00
8500
8450
8400
8350
8300
8250
8190
8140
8090
8040
7990
8410
8350
9220
91
60
9100
-
OPT
ION
AL H
OIS
T RO
PE S
PECI
FICA
TIO
N U
P TO
200
00KG
(4 P
ARTS
)0
21
30
36
41
45
48
50
53
55
57
58
60
61
62
63
14
MM
34
X 7
GRAD
E 21
60 N
/mm
2 N
ON
RO
TATI
NG
8800
8720
8630
8540
8450
8370
8280
8190
8110
8020
7930
7850
7760
76
70
7590
75
00
MIN
BRE
AKIN
G FO
RCE
2000
0KG
7480
7410
7330
7260
7190
7110
7040
6970
6890
6820
6740
7060
6980
76
70
7590
75
00
021
29
35
40
43
46
49
51
53
55
57
58
60
61
63
-
TYRE
SPE
CIFI
CATI
ON
FRO
NT
AND
REAR
7610
7550
7500
7440
7380
7330
7270
7220
7160
7100
7050
6990
69
40
6880
68
20
SIZE
12.
00 R
2064
70
64
20
63
70
63
20
62
80
62
30
61
80
61
30
60
90
60
40
59
90
62
90
6590
65
40
6480
CR
EEP
LOAD
RAT
ING
8695
KG @
0-2
KPH
020
28
34
38
42
45
48
50
52
54
56
57
59
60
ST
ATIC
LO
AD R
ATIN
G 92
50KG
@ 0
KPH
6920
6860
6800
6740
6680
6620
6560
6500
6440
6380
6320
62
60
6200
61
50
TYRE
PRE
SSU
RE 1
30 P
SI58
80
58
30
57
80
57
30
56
80
56
30
55
80
55
30
54
80
54
30
53
70
5640
55
80
5530
0
19
27
33
37
41
44
47
49
51
53
54
56
58
-M
ASS
OF
SLIN
GS A
ND
HOO
K BL
OCK
TO
BE
ADDE
D56
50
56
50
56
40
56
40
56
30
56
30
56
20
56
20
56
10
5610
56
00
5600
48
00
48
00
47
90
47
90
47
90
47
80
47
80
47
80
47
70
4770
47
60
4760
-
DURI
NG
OPE
RATI
ON
, WIN
D SP
EED
MU
ST N
OT
EXCE
ED 3
6 KM
/H0
18
26
31
35
39
42
45
47
49
51
53
4700
4680
4660
4640
4630
4610
4590
45
70
4550
45
30
-RE
AD A
ND
UN
DERS
TAN
D CR
ANE
USE
R M
ANU
ALS
BEFO
RE O
PERA
TIN
G40
00
39
80
39
60
39
50
39
30
39
20
39
00
3880
38
70
3850
0
17
25
30
34
37
40
43
45
48
-BO
OM
AN
GLE
IS W
ITH
RESP
ECT
TO T
HE H
ORI
ZON
TAL
3980
3970
3970
3960
3960
39
50
3950
39
40
3380
3380
3370
3370
3360
33
60
3360
33
50
-LO
ADS
ABO
VE T
HE B
OLD
RED
LIN
E AR
E LI
MIT
ED S
TRU
CTU
RALL
Y0
16
23
28
32
36
39
42
3410
3400
3400
33
90
3390
33
90
-LO
ADS
BELO
W T
HE B
OLD
RED
LIN
E AR
E LI
MIT
ED B
Y ST
ABIL
ITY
2890
2890
2890
28
80
2880
28
80
016
22
27
31
36
29
40
2920
29
00
2890
25
00
2480
24
70
2450
0
15
22
28
Ra
ted
capa
city
(kg)
for <
10° a
rtic
ulat
ion
2650
25
90
Rate
d ca
paci
ty (k
g) fo
r >10
° art
icul
atio
n22
60
2200
Bo
om a
ngle
in d
egre
es0
18
2350
2000
RE
V: C
08/
07/2
013
6.0
7.0
8.0
11.0
11.8
9.0
10.0
5.0
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
BOO
M L
ENGT
H (M
)LM
I DU
TY 0
1PC
25 M
OBI
LE C
RAN
E: M
AIN
HO
IST
MAN
UAL
RET
RACT
ED PC
25-LC0
1
LC01 MAIN HOIST MANUAL EXTENSION RETRACTED
PC251�
RATED CAPACITYPC - D28
OCTOBER 2013REV A
RADI
US-
STAB
ILIT
Y AS
PER
AS
1418
.5 2
002
TABL
E 9.
3.2
PICK
AN
D CA
RRY
5.9
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.3
66.6
% O
F TI
PPIN
G LO
AD10
000
1000
010
000
1000
010
000
1000
010
000
1000
010
000
1000
0-
OPE
RATI
ON
OF
THIS
MAC
HIN
E W
ITH
HEAV
IER
LOAD
S TH
AN T
HE
5357
6062
64CA
PACI
TIES
LIST
ED IS
STR
ICTL
Y PR
OHI
BITE
D. M
ACHI
NE
TIPP
ING
1000
010
000
1000
010
000
1000
010
000
WIT
H BO
OM
EXT
ENSI
ON
OCC
URS
RAPI
DLY
AND
WIT
H O
UT
1000
010
000
1000
010
000
1000
010
000
ADVA
NCE
WAR
NIN
G47
5155
5760
6210
000
1000
010
000
1000
010
000
1000
010
000
1000
0-
LIFT
ING
IS T
O B
E VE
RTIC
AL O
NLY
1000
010
000
1000
010
000
1000
010
000
1000
010
000
4046
4953
5558
6061
-CR
ANE
IS T
O B
E PO
SITI
ON
ED O
N F
LAT
EVEN
GRO
UND
10
000
1000
010
000
1000
010
000
1000
010
000
1000
010
000
1000
0BE
FORE
HO
ISTI
NG
9500
9500
9500
9500
9500
9500
9500
9500
9500
9500
3239
4448
5154
5658
6061
-ST
ANDA
RD H
OIS
T RO
PE S
PECI
FICA
TIO
N U
P TO
184
00KG
(4
PART
S)10
000
1000
010
000
1000
010
000
1000
010
000
1000
010
000
1000
010
000
1000
010
000
14M
M 3
4 X
7 GR
ADE
1960
N/m
m2
NO
N R
OTA
TIN
G95
0095
0095
0095
0095
0095
0095
0095
0095
0095
0095
0095
0095
00M
IN B
REAK
ING
FORC
E 18
400K
G20
3138
4246
4952
5456
5860
6162
9500
9470
9450
9420
9390
9370
9340
9310
9290
9260
9230
9210
9180
9150
9130
9100
-O
PTIO
NAL
HO
IST
ROPE
SPE
CIFI
CATI
ON
UP
TO 2
0000
KG (4
PAR
TS)
8080
8050
8030
8010
7980
7960
7940
7920
7890
7870
7850
8290
8720
9150
9130
9100
14M
M 3
4 X
7 GR
ADE
2160
N/m
m2
NO
N R
OTA
TIN
G 0
2130
3641
4548
5053
5557
5860
6162
63M
IN B
REAK
ING
FORC
E 20
000K
G88
0087
2086
3085
4084
5083
7082
8081
9081
1080
2079
3078
5077
6076
7075
9075
0074
8074
1073
3072
6071
9071
1070
4069
7068
9068
2067
4070
6073
7076
7075
9075
00-
TYRE
SPE
CIFI
CATI
ON
FRO
NT
AND
REAR
021
2935
4043
4649
5153
5557
5860
6163
SIZE
12.
00 R
2076
1075
5075
0074
4073
8073
3072
7072
2071
6071
0070
5069
9069
4068
8068
20CR
EEP
LOAD
RAT
ING
8695
KG @
0-2
KPH
6470
6420
6370
6320
6280
6230
6180
6130
6090
6040
5990
6290
6590
6540
6480
STAT
IC LO
AD R
ATIN
G 92
50KG
@ 0
KPH
020
2834
3842
4548
5052
5456
5759
60TY
RE P
RESS
URE
130
PSI
6920
6860
6800
6740
6680
6620
6560
6500
6440
6380
6320
6260
6200
6150
5880
5830
5780
5730
5680
5630
5580
5530
5480
5430
5370
5640
5580
5530
-M
ASS
OF
SLIN
GS A
ND
HOO
K BL
OCK
TO
BE
ADDE
D0
1927
3337
4144
4749
5153
5456
5856
5056
5056
4056
4056
3056
3056
2056
2056
1056
1056
0056
00-
DURI
NG
OPE
RATI
ON
, WIN
D SP
EED
MUS
T N
OT
EXCE
ED 3
6 KM
/H48
0048
0047
9047
9047
9047
8047
8047
8047
7047
7047
6047
600
1826
3135
3942
4547
4951
53-
READ
AN
D UN
DERS
TAN
D CR
ANE
USER
MAN
UALS
BEF
ORE
OPE
RATI
NG
4700
4680
4660
4640
4630
4610
4590
4570
4550
4530
4000
3980
3960
3950
3930
3920
3900
3880
3870
3850
-BO
OM
AN
GLE
IS W
ITH
RESP
ECT
TO T
HE H
ORI
ZON
TAL
017
2530
3437
4043
4548
3980
3970
3970
3960
3960
3950
3950
3940
-LO
ADS
ABO
VE T
HE B
OLD
RED
LIN
E AR
E LI
MIT
ED S
TRUC
TURA
LLY
3380
3380
3370
3370
3360
3360
3360
3350
016
2328
3236
3942
-LO
ADS
BELO
W T
HE B
OLD
RED
LIN
E AR
E LI
MIT
ED B
Y ST
ABIL
ITY
3410
3400
3400
3390
3390
3390
2890
2890
2890
2880
2880
2880
016
2227
3136
2940
2920
2900
2890
2500
2480
2470
2450
015
2228
2650
2590
2260
2200
Rate
d ca
paci
ty (k
g) fo
r <10
° art
icul
atio
n0
18Ra
ted
capa
city
(kg)
for >
10° a
rtic
ulat
ion
2290
Boom
ang
le in
deg
rees
1950
REV:
C0
8/07
/201
3
1.0
1.5
2.0
2.5
BOO
M L
ENGT
H (M
)
PC25
MO
BILE
CRA
NE:
RHIN
O H
OO
K M
ANUA
L RE
TRAC
TED
PC2
5-LC02
LMI D
UTY
02
8.0
9.0
6.0
7.0
3.0
3.5
4.0
4.5
5.0
11.0
12.0
10.0
LC02 RHINO HOOK WITH MANUAL EXTENSION RETRACTED
PC251�
RATED CAPACITYPC - D28
OCTOBER 2013REV A
- STABILITY AS PER AS 1418.5 2002 TABLE 9.3.2 PICK AND CARRY 66.6% OF TIPPING LOAD
6000 - OPERATION OF THIS MACHINE WITH HEAVIER LOADS THAN THE 6000 CAPACITIES LISTED IS STRICTLY PROHIBITED. MACHINE TIPPING
65 WITH BOOM EXTENSION OCCURS RAPIDLY AND WITH OUT 6000 ADVANCE WARNING5700 - LIFTING IS TO BE VERTICAL ONLY
62 - CRANE IS TO BE POSITIONED ON FLAT EVEN GROUND 4900 BEFORE HOISTING4410 - STANDARD HOIST ROPE SPECIFICATION UP TO 18400KG (4 PARTS)
59 14MM 34 X 7 GRADE 1960 N/mm2 NON ROTATING4090 MIN BREAKING FORCE 18400KG3470 - OPTIONAL HOIST ROPE SPECIFICATION UP TO 20000KG (4 PARTS)
55 14MM 34 X 7 GRADE 2160 N/mm2 NON ROTATING 3510 MIN BREAKING FORCE 20000KG2980 - TYRE SPECIFICATION FRONT AND REAR
51 SIZE 12.00 R203110 CREEP LOAD RATING 8695KG @ 0-2 KPH2640 STATIC LOAD RATING 9250KG @ 0 KPH
47 TYRE PRESSURE 130 PSI2710 - MASS OF SLINGS AND HOOK BLOCK TO BE ADDED2300 - DURING OPERATION, WIND SPEED MUST NOT EXCEED 36 KM/H
43 - READ AND UNDERSTAND CRANE USER MANUALS BEFORE OPERATING2390 - BOOM ANGLE IS WITH RESPECT TO THE HORIZONTAL2030 - LOADS ABOVE THE BOLD RED LINE ARE LIMITED STRUCTURALLY
38 - LOADS BELOW THE BOLD RED LINE ARE LIMITED BY STABILITY2110 - WHEN IN THE STRUCTURAL REGION, DETERMINED LOAD FOR1790 MANUAL EXTENSIONS ARE BASED ON LUFFING ANGLE, NOT RADIUS
33 - WHEN IN THE STABILITY REGION, DETERMINED LOADS FOR1930 MANUAL EXTENSION ARE BASED ON LOAD RADIUS, NOT LUFFING1640 ANGLE
2617601500 Rated capacity (kg) for <10° articulation
18 Rated capacity (kg) for >10° articulation1650 Boom angle in degrees1400 REV : C
0 8/07/201315.9
14.0
15.0
11.0
12.0
13.0
6.0
7.0
8.0
9.0
10.0
BOOM LENGTH 18.45M
RADIUS FROM FRONT AXLE (M)
5.1
PC25 MOBILE CRANE: MAIN HOIST MANUAL EXTENDED PC25-LC03 LMI DUTY 03
LC03 MAIN HOIST MANUAL EXTENSION EXTENDED
PC2518
RATED CAPACITYPC - D28
OCTOBER 2013REV A
- STABILITY AS PER AS 1418.5 2002 TABLE 9.3.2 PICK AND CARRY 66.6% OF TIPPING LOAD
6000 - OPERATION OF THIS MACHINE WITH HEAVIER LOADS THAN THE 6000 CAPACITIES LISTED IS STRICTLY PROHIBITED. MACHINE TIPPING
65 WITH BOOM EXTENSION OCCURS RAPIDLY AND WITH OUT 6000 ADVANCE WARNING5700 - LIFTING IS TO BE VERTICAL ONLY
63 - CRANE IS TO BE POSITIONED ON FLAT EVEN GROUND 4900 BEFORE HOISTING4410 - STANDARD HOIST ROPE SPECIFICATION UP TO 18400KG (4 PARTS)
59 14MM 34 X 7 GRADE 1960 N/mm2 NON ROTATING4090 MIN BREAKING FORCE 18400KG3470 - OPTIONAL HOIST ROPE SPECIFICATION UP TO 20000KG (4 PARTS)
56 14MM 34 X 7 GRADE 2160 N/mm2 NON ROTATING 3510 MIN BREAKING FORCE 20000KG2980 - TYRE SPECIFICATION FRONT AND REAR
52 SIZE 12.00 R203110 CREEP LOAD RATING 8695KG @ 0-2 KPH2640 STATIC LOAD RATING 9250KG @ 0 KPH
48 TYRE PRESSURE 130 PSI2710 - MASS OF SLINGS AND HOOK BLOCK TO BE ADDED2300 - DURING OPERATION, WIND SPEED MUST NOT EXCEED 36 KM/H
44 - READ AND UNDERSTAND CRANE USER MANUALS BEFORE OPERATING2390 - BOOM ANGLE IS WITH RESPECT TO THE HORIZONTAL2030 - LOADS ABOVE THE BOLD RED LINE ARE LIMITED STRUCTURALLY
39 - LOADS BELOW THE BOLD RED LINE ARE LIMITED BY STABILITY2110 - WHEN IN THE STRUCTURAL REGION, DETERMINED LOAD FOR1790 MANUAL EXTENSIONS ARE BASED ON LUFFING ANGLE, NOT RADIUS
34 - WHEN IN THE STABILITY REGION, DETERMINED LOADS FOR1930 MANUAL EXTENSION ARE BASED ON LOAD RADIUS, NOT LUFFING1640 ANGLE
2817601500 Rated capacity (kg) for <10° articulation
21 Rated capacity (kg) for >10° articulation1630 Boom angle in degrees1390 REV : C
9 8/07/201316101370
0
LMI DUTY 04
9.0
16.2
10.0
11.0
12.0
13.0
14.0
15.0
16.0
5.2
6.0
7.0
8.0
RADIUS FROM FRONT AXLE (M)
PC25 MOBILE CRANE: RHINO HOOK MANUAL EXTENDED PC25-LC04
BOOM LENGTH 18.77M
LC04 RHINO HOOK WITH MANUAL EXTENSION EXTENDED
PC251�
RATED CAPACITYPC - D28
OCTOBER 2013REV A
BOO
M LE
NGTH
5.9
6.9
7.9
8.9
9.9
10.9
11.9
12.9
13.9
14.3
-ST
ABIL
ITY
AS P
ER A
S 14
18.5
200
2 TA
BLE
9.3.
2 PI
CK A
ND C
ARRY
LU
G LE
NGTH
5.0
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
9.2
66.6
% O
F TI
PPIN
G LO
AD20
000
2000
020
000
1980
019
800
1830
015
100
-O
PERA
TIO
N O
F TH
IS M
ACHI
NE
WIT
H HE
AVIE
R LO
ADS
THAN
THE
19
000
1900
019
000
1880
018
800
1730
014
300
CAPA
CITI
ES LI
STED
IS S
TRIC
TLY
PRO
HIBI
TED.
MAC
HIN
E TI
PPIN
G 45
5054
5760
6264
WIT
H BO
OM
EXT
ENSI
ON
OCC
URS
RAPI
DLY
AND
WIT
H O
UT
2000
020
000
2000
017
500
1750
015
500
1280
012
700
1110
011
100
ADVA
NCE
WAR
NIN
G18
000
1800
018
000
1660
016
600
1470
012
100
1200
010
500
1050
0-
LIFT
ING
IS T
O B
E VE
RTIC
AL O
NLY
3643
4851
5557
6062
6364
-CR
ANE
IS T
O B
E PO
SITI
ONE
D O
N FL
AT E
VEN
GRO
UND
16
700
1640
016
100
1580
015
600
1370
012
800
1080
094
0094
00BE
FORE
HO
ISTI
NG
1410
013
900
1370
015
000
1480
013
000
1210
010
200
8900
8900
-ST
ANDA
RD H
OIS
T RO
PE S
PECI
FICA
TIO
N UP
TO
184
00KG
(4
PART
S)25
3441
4649
5355
5860
6014
MM
34
X 7
GRAD
E 19
60 N
/mm
2 NO
N RO
TATI
NG
1340
013
400
1340
013
400
1340
012
300
1130
095
0083
0083
00M
IN B
REAK
ING
FORC
E 18
400K
G11
300
1130
011
300
1200
012
000
1160
010
700
9000
7800
078
00-
OPT
IONA
L HO
IST
ROPE
SPE
CIFI
CATI
ON
UP T
O 2
0000
KG (4
PAR
TS)
023
3339
4448
5154
5657
14M
M 3
4 X
7 GR
ADE
2160
N/m
m2
NON
ROTA
TIN
G 11
000
1100
011
000
1100
011
000
1010
085
0082
0079
00M
IN B
REAK
ING
FORC
E 20
000K
G93
0093
0093
0093
0010
400
9500
8000
7700
7500
-TY
RE S
PECI
FICA
TIO
N FR
ONT
AND
REA
R0
2231
3842
4649
5253
SIZE
12.
00 R
2092
0092
0092
0092
0092
0078
0068
0074
00CR
EEP
LOAD
RAT
ING
8695
KG @
0-2
KPH
7800
7800
7800
8200
8700
7400
6400
7000
STAT
IC LO
AD R
ATIN
G 92
50KG
@ 0
KPH
021
3036
4145
4849
TYRE
PRE
SSUR
E 13
0 PS
I78
0078
0078
0078
0072
0068
0068
00-
MAS
S O
F SL
INGS
AND
HO
OK
BLO
CK T
O B
E AD
DED
6600
6600
6600
7000
6800
6400
6400
-DU
RIN
G O
PERA
TIO
N, W
IND
SPEE
D M
UST
NOT
EXCE
ED 3
6 KM
/H0
2129
3540
4345
-RE
AD A
ND U
NDER
STAN
D CR
ANE
USER
MAN
UALS
BEF
ORE
OPE
RATI
NG
6800
6800
6800
6800
6600
6400
-BO
OM
ANG
LE IS
WIT
H RE
SPEC
T TO
THE
HO
RIZO
NTAL
5700
5700
5700
6100
6200
6000
-LO
ADS
ABO
VE T
HE B
OLD
RED
LIN
E AR
E LI
MIT
ED S
TRUC
TURA
LLY
020
2834
3840
-LO
ADS
BELO
W T
HE B
OLD
RED
LIN
E AR
E LI
MIT
ED B
Y ST
ABIL
ITY
6000
6000
6000
6000
6000
5100
5100
5100
5700
5700
019
2733
3553
0053
0053
0053
0045
0045
0047
0050
000
1927
2947
0047
0047
0039
0039
0042
000
1822
4300
4300
3600
3600
Rate
d ca
pacit
y (k
g) fo
r <10
° art
icula
tion
011
Rate
d ca
pacit
y (k
g) fo
r >10
° art
icula
tion
4100
Boom
ang
le in
deg
rees
3400
REV
: C
08/
07/2
013
2.5
3.0
3.5
7.0
4.0
4.5
5.0
5.5
6.0
6.5
PC25
MO
BILE
CRA
NE:
TELE
BO
OM
1 -
20T
LIFT
ING
LUG
PC2
5-LC05
LMI D
UTY
05
RADI
US
1.
0
1.5
2.0
LC05 TELE BOOM 1 WITH 20T LIFTING LUG
PC2520
RATED CAPACITYPC - D28
OCTOBER 2013REV A
LUG LENGTH (M) 4.748 - STABILITY AS PER AS 1418.5 2002 TABLE 9.3.2 PICK AND CARRY 25000 66.6% OF TIPPING LOAD20800 - OPERATION OF THIS MACHINE WITH HEAVIER LOADS THAN THE
42 CAPACITIES LISTED IS STRICTLY PROHIBITED. MACHINE TIPPING 18000 WITH BOOM EXTENSION OCCURS RAPIDLY AND WITH OUT 15000 ADVANCE WARNING
31 - LIFTING IS TO BE VERTICAL ONLY16000 - CRANE IS TO BE POSITIONED ON FLAT EVEN GROUND 13300 BEFORE HOISTING
17 - STANDARD HOIST ROPE SPECIFICATION UP TO 18400KG (4 PARTS)15100 14MM 34 X 7 GRADE 1960 N/mm2 NON ROTATING12500 MIN BREAKING FORCE 18400KG
0 - OPTIONAL HOIST ROPE SPECIFICATION UP TO 20000KG (4 PARTS)14MM 34 X 7 GRADE 2160 N/mm2 NON ROTATING MIN BREAKING FORCE 20000KG
- TYRE SPECIFICATION FRONT AND REARSIZE 12.00 R20CREEP LOAD RATING 8695KG @ 0-2 KPHSTATIC LOAD RATING 9250KG @ 0 KPHTYRE PRESSURE 130 PSI
- MASS OF SLINGS AND HOOK BLOCK TO BE ADDED- DURING OPERATION, WIND SPEED MUST NOT EXCEED 36 KM/H- READ AND UNDERSTAND CRANE USER MANUALS BEFORE OPERATING- BOOM ANGLE IS WITH RESPECT TO THE HORIZONTAL- LOADS ABOVE THE BOLD RED LINE ARE LIMITED STRUCTURALLY- LOADS BELOW THE BOLD RED LINE ARE LIMITED BY STABILITY
Rated capacity (kg) for <10° articulationRated capacity (kg) for >10° articulationBoom angle in degrees
REV : C8/07/2013
LMI DUTY 06RADIUS (M)
1.0
1.5
2.0
2.2
PC25 MOBILE CRANE: BASE BOOM - 25T LIFTING LUG PC25-LC06
LC06 BASE BOOM 1 WITH 25T LIFTING LUG
PC2521
RATED CAPACITYPC - D28
OCTOBER 2013REV A
CRAN
E U
SAG
E O
N S
IDE
SLO
PES
A re
duct
ion
in ra
ted
capa
city
is re
quire
d w
hen
wor
king
on
side
slope
s gre
ater
than
0.5
7° (1
% g
radi
ent)
AS14
18.5
Use
this
char
t and
info
rmat
ion
to c
alcu
late
the
Dera
ted
capa
city
of t
he c
rane
on a
5° s
ide
slope
(8.7
5% g
radi
ent)
RATE
D CA
PACI
TY D
ERAT
ION
ON
5° S
IDE
SLO
PE-
The
dera
tion
fact
or is
a fu
nctio
n of
boo
m a
ngle
-Fr
om th
e Ra
ted
Capa
city
Man
ual o
r LM
I the
rate
d ca
pcity
of t
he li
ftyo
u ar
e un
dert
akin
g ca
n be
read
.-
From
Fig
1.R
ange
Dia
gram
the
dera
tion
fact
or c
an b
e fo
und.
-M
ultip
ly th
e Ra
ted
Capc
ity b
y de
ratio
n fa
ctor
to c
alcu
late
the
new
De
rate
d Ca
paci
ty fo
r wor
king
on
a sid
e slo
pe.
-Ex
ampl
e lo
ad c
ase:
(Fro
m P
C25-
LC01
load
cha
rt)
Boom
ang
le =
53°
Boom
leng
th =
10.
0mRa
dius
= 3
.5m
Rate
d Ca
paci
ty =
952
0kg
0<1
0° a
rtic
ulat
ion
9520
kg
x
0.4
=
38
08 k
g D
erat
ed C
apac
ity
SAFE
TY P
RECA
UTI
ON
S FO
R W
ORK
ING
ON
SID
E SL
OPE
S
-TY
RES
ARE
INFL
ATED
TO
130
PSI
.-
THE
GRO
UN
D IS
FIR
M A
ND
CAN
SU
PPO
RT T
HE C
RAN
E.-
USE
THE
MIN
IMU
M B
OO
M L
ENGT
H AN
D TI
P HE
IGHT
AS
POSS
IBLE
.-
KEEP
THE
LO
AD A
S CL
OSE
TO
THE
GRO
UN
D AS
PO
SSIB
LE.
-TA
GLIN
E LO
ADS
TO R
EDU
CE L
OAD
SW
ING.
Fig
1. D
erat
ion
Rang
e Di
agra
mRE
V: C
10/0
9/20
13
PC25
MO
BILE
CRA
NE:
DER
ATIO
N 5
° SID
E SL
OPE
PC2
5-LC07
LC07 DERATION 5º
PC2522
RATED CAPACITYPC - D28
OCTOBER 2013REV A
RADI
US
-ST
ABIL
ITY
AS P
ER A
S 14
18.5
200
2 TA
BLE
9.3.
2 PI
CK A
ND
CARR
Y 5.
96.
57.
07.
58.
08.
59.
09.
510
.010
.511
.011
.512
.012
.513
.013
.514
.366
.6%
OF
TIPP
ING
LOAD
350
35
0
350
35
0
350
35
0
350
35
0
-O
PERA
TIO
N O
F TH
IS M
ACHI
NE
WIT
H HE
AVIE
R LO
ADS
THAN
THE
53
57
60
62
CA
PACI
TIES
LIS
TED
IS S
TRIC
TLY
PRO
HIBI
TED.
MAC
HIN
E TI
PPIN
G 35
0
350
35
0
350
35
0
350
W
ITH
BOO
M E
XTEN
SIO
N O
CCU
RS R
APID
LY A
ND
WIT
H O
UT
350
35
0
350
35
0
350
35
0
ADVA
NCE
WAR
NIN
G47
51
55
57
60
62
35
0
350
35
0
350
35
0
350
35
0
350
-
LIFT
ING
IS T
O B
E VE
RTIC
AL O
NLY
350
35
0
350
35
0
350
35
0
350
35
0
40
46
49
53
55
58
60
61
-CR
ANE
IS T
O B
E PO
SITI
ON
ED O
N F
LAT
EVEN
GRO
UN
D
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
BEFO
RE H
OIS
TIN
G35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
32
39
44
48
51
54
56
58
60
61
-
TYRE
SPE
CIFI
CATI
ON
FRO
NT
AND
REAR
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
SI
ZE 1
2.00
R20
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
CR
EEP
LOAD
RAT
ING
8695
KG @
0-2
KPH
20
31
38
42
46
49
52
54
56
58
60
61
62
ST
ATIC
LO
AD R
ATIN
G 92
50KG
@ 0
KPH
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
TYRE
PRE
SSU
RE 1
30 P
SI35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
0
21
30
36
41
45
48
50
53
55
57
58
60
61
62
63
-
MU
ST U
SE A
TRT
APP
ROVE
D M
AN B
ASKE
T35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
-
DURI
NG
OPE
RATI
ON
, WIN
D SP
EED
MU
ST N
OT
EXCE
ED 3
6 KM
/H0
21
29
35
40
43
46
49
51
53
55
57
58
60
61
63
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
-RE
AD A
ND
UN
DERS
TAN
D CR
ANE
USE
R M
ANU
ALS
BEFO
RE O
PERA
TIN
G35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
020
28
34
38
42
45
48
50
52
54
56
57
59
60
-
BOO
M A
NGL
E IS
WIT
H RE
SPEC
T TO
THE
HO
RIZO
NTA
L35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
Ra
ted
capa
city
(kg)
for <
10° a
rtic
ulat
ion
019
27
33
37
41
44
47
49
51
53
54
56
58
Rate
d ca
paci
ty (k
g) fo
r >10
° art
icul
atio
n35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
Bo
om a
ngle
in d
egre
es35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
0
18
26
31
35
39
42
45
47
49
51
53
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
0
17
25
30
34
37
40
43
45
48
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
0
16
23
28
32
36
39
42
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
35
0
350
0
16
22
27
31
36
35
0
350
35
0
350
35
0
350
35
0
350
0
15
22
28
35
0
350
35
0
350
35
0
350
0
15
24
350
35
0
350
35
0
018
35
0 35
0
REV
: A
08/
07/2
013
PC25
MO
BILE
CRA
NE:
MAN
BAS
KET
MAN
UAL
RET
RACT
ED PC
25-LC0
8LM
I DU
TY 0
8
3.0
11.8
7.0
8.0
9.0
10.0
10.5
11.0
3.5
4.0
4.5
5.0
6.0
BOO
M L
ENGT
H (M
)
1.0
1.5
2.0
2.5
LC08 Man basket manual retracted
PC2523
RATED CAPACITYPC - D28
OCTOBER 2013REV A
- STABILITY AS PER AS 1418.5 2002 TABLE 9.3.2 PICK AND CARRY 66.6% OF TIPPING LOAD
350350 - OPERATION OF THIS MACHINE WITH HEAVIER LOADS THAN THE 65 CAPACITIES LISTED IS STRICTLY PROHIBITED. MACHINE TIPPING
350 WITH BOOM EXTENSION OCCURS RAPIDLY AND WITH OUT 350 ADVANCE WARNING62
350 - LIFTING IS TO BE VERTICAL ONLY35059 - CRANE IS TO BE POSITIONED ON FLAT EVEN GROUND
350 BEFORE HOISTING35055 - TYRE SPECIFICATION FRONT AND REAR
350 SIZE 12.00 R20350 CREEP LOAD RATING 8695KG @ 0-2 KPH51 STATIC LOAD RATING 9250KG @ 0 KPH
350 TYRE PRESSURE 130 PSI35047 - MUST USE A TRT APPROVED MAN BASKET
350350 - DURING OPERATION, WIND SPEED MUST NOT EXCEED 36 KM/H43
350 - READ AND UNDERSTAND CRANE USER MANUALS BEFORE OPERATING35038 - BOOM ANGLE IS WITH RESPECT TO THE HORIZONTAL
35035033
35035026
350350 Rated capacity (kg) for <10° articulation18 Rated capacity (kg) for >10° articulation
350 Boom angle in degrees350 REV : A
0 8/07/2013
PC25 MOBILE CRANE: MAN BASKET MANUAL EXTENDED PC25-LC09 LMI DUTY 09
5.1
6.0
7.0
8.0
RADIUS FROM FRONT AXLE (M)
BOOM LENGTH 18.45M
15.0
15.9
9.0
10.0
11.0
12.0
13.0
14.0
LC09 Man basket manual extended
PC252�
RATED CAPACITYPC - D28
OCTOBER 2013REV A
NOTES
