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Tadano Rough Terrain Crane
GR-700N
(6-section boom, 3-section full automatic jib, H-type outriggers)
Specifications
Spec. No. GR-700N-2-00101
Control No. JA-03
GR-700N 70 ton wheel crane
1. Specifications
Crane
Crane capacity 9.8m boom 70,000 kg × 2.1 m (8 parts of line x2)
16.6m boom 32,000 kg × 5.5 m (8 parts of line)
23.5m boom 24,000 kg × 5.5 m (6 parts of line)
30.3m boom 12,500 kg × 11.0 m (4 parts of line)
37.2m boom 12,000 kg × 10.0 m (4 parts of line)
41.2m boom 10,000 kg × 11.0 m (4 parts of line)
44.0m boom 8,200 kg × 13.0 m (4 parts of line)
8.4m jib 4,000 kg × 77° (1 part of line)
13.1m jib 2,800 kg × 74° (1 part of line)
17.7m jib 1,500 kg × 84° (1 part of line)
Single top 5,000 kg (1 part of line)
Maximum lifting height Boom 45.2 m
Jib 63.0 m
Maximum load radius Boom 36.0 m (standard capacity), 40.0 m (front special capacity)
Jib 40.8 m (standard capacity), 46.9 m (front special capacity)
Boom length 9.8 m to 44.0 m
Boom telescoping length 34.2 m
Boom extension speed 34.2 m/124 s
Jib length 8.4 m to 17.7 m
Main winch wire rope hoist up speed 135 m/min (5th layer)
Main winch hook block hoist up speed 16.9 m/min (8 parts of line)
Main winch wire rope hoist down speed (reference) Standard:135 m/min (5th layer)
High-speed:201 m/min (5th layer)
Auxiliary winch wire rope hoist up speed 118 m/min (3rd layer)
Auxiliary winch hook block hoist up speed 118 m/min (1 part of line)
Auxiliary winch wire rope hoist down speed (reference) Standard:114 m/min (3rd layer)
High-speed:174 m/min (3rd layer)
Boom elevating angle 0° to 84.0°
Boom raising speed 0° to 84.0°/58 s
Slewing angle 360° continuous
Slewing speed 2.1 min-1 (rpm)
Wire rope Main Dia. 18 mm × length 238 m
Flame-retardant wire rope
Auxiliary Dia. 18 mm × length 133 m
Flame-retardant wire rope
Boom Round-shaped 6-section hydraulic telescoping type
(2nd/3rd stage synchronized, 4th/5th/6th stage synchronized)
Boom telescoping system 3 double-acting direct-pushing hydraulic cylinder
2 wire-rope boom telescoping systems
Jib type Quick-turn type (stored alongside and below boom)
3-section (3-section hydraulic telescoping type)
Offset (5° to 60°) Hydraulic stepless tilt type
Single top type Fixed to top boom
- 1 -
Hoisting system Hydraulic motor driven planetary gear speed reducer Automatic brake High-speed hoist down 2 single winch With pressure compensating flow control valve Boom elevating system 2 double-acting direct-pushing hydraulic cylinders With pressure compensating flow control valve Slewing system Hydraulic motor driven planetary gear speed reducer Ball bearing Slewing free/lock interchangeable Negative brake Outriggers Fully hydraulic H-type (floats mounted integrally) Slide and jacks with independent operation device Maximum extension width 7.8 m Middle extension width 7.6 m, 7.2 m, 5.38 m, 4.18 m Minimum extension width 2.36 m Operation method Electric operated Maximum load of outrigger 43.0 t Power take off PTO wet multiplate clutch type Hydraulic pump Tandem variable piston pump Tandem gear pump Hydraulic oil tank capacity 620 L Safety devices Load moment indicator (LMI) Slewing automatic stop device Elevation slow stop device Anti-two-block device Working range limiter Outrigger extension width detector Level gauge Hook safety latch Hydraulic safety valve Boom telescoping cylinder hydraulic lock Boom elevating cylinder hydraulic lock Jib telescoping cylinder hydraulic lock Power tilt cylinder hydraulic lock Jack cylinder hydraulic lock Slewing lock Standard equipment Full automatic air conditioner with dehumidifier Hydraulic oil temperature gauge Loudspeaker AM/FM radio Oil cooler Visual drum rotation indicator Operating pedals
ISO layout: for boom telescoping and auxiliary winch hook block
Tadano layout: for boom elevating and boom telescoping
Radio controller for work preparation Telematics Fuel consumption monitor Eco mode Hydraulic oil clogging alarm Accessories Wood blocks (4 pcs.) Aluminum pads (4 pcs.)
- 2 -
Carrier Vehicle name/model Tadano YDS-T013 Engine Model Cummins QSL9-4B (with turbocharger, intake air cooling, urea SCR system) Type Water-cooled, 4-cycle, 6 cylinder direct injection diesel
engine Displacement 8.849 L Maximum output 283 kW{385PS} / 1,900 min-1 (rpm)
Maximum torque 1,627 N･m (166 kgf･m) / 1,500 min-1(rpm)
Torque converter 3-element 1-section (with automatic lockup mechanism)
Transmission Automatic and manual transmission Power shift type (wet multiplate clutch) 4 forward and 1 reverse speeds (with Hi/Low settings) Speed Reducer Axle two-stage deceleration (2nd, 3rd, 4th axle) Driving method 4WD (8×4) / 6WD (8×6) switching Axle (all axles) Full-floating type Suspension (all axles) Hydropneumatic suspension (with hydraulic lock cylinder) Steering Fully hydraulic power steering Brakes Main brake Hydro-pneumatic disk brakes Parking brake Air drive shaft internal expanding spring brake (2nd,
4th axle) Auxiliary brake Permanent-magnetic retarder Engine retarder Auxiliary operating brake Frame Welded box-shaped structure Batteries 12V-120Ah × 2 (24V) Fuel tank capacity 400 L Urea water tank 38 L Tires Front wheels 385/95R25 170E ROAD Rear wheels 385/95R25 170E ROAD Cab Crew capacity: 1 person With interior fittings Rubber mounting type (high-damping rubber) - FE1467 Liquid-sealed rubber mounting type (viscous) FE1468 - Fully adjustable seat (with headrest, armrest, seat belt) Adjustable handle (tilt, telescoping) Intermittent front and ceiling wipers (with washers) Power windows Side visors Safety devices Emergency steering device Suspension lock unit Rear wheel steering lock device Engine over-run alarm Over-shift prevention device Parking brake alarm Boom left/right side cameras Radiator fluid level warning device Hydraulic oil leak warning device Standard equipment Electromotive retractable mirror with heater Overview video display Immobilizer Tire chocks LED headlamps Human alert
- 3 -
Dimensions when traveling
Overall length 12,765 mm
Overall width 2,780 mm
Overall height 3,750 mm
Wheel base 1,500 + 4,000 + 1,500 mm
Wheel track Front wheels 2,330 mm
Rear wheels 2,330 mm
Weight
Gross vehicle load 41,295 kg
Front/front axle load 10,190 kg
Front/rear axle load 10,440 kg
Rear/front axle load 10,370 kg
Rear/rear axle load 10,295 kg
Running performance
Maximum speed 49 km/h
Gradability (tanθ) 0.46
Minimum turning radius 7.5 m (8-wheel steering)
11.5 m (front 4-wheel steering)
Options Winch drum monitoring camera
Remote control searchlight
AML external warning lamp
Position lamps
Marker lamps
External auditory alarms
Centralized lubrication system
Halogen headlamps
● This model has received a “Basic running conditions - weight: D” certificate of conformance under the Newly
Developed Vehicle Certificate System, but the actual running conditions will be decided based on the calculations of the road administrator for each route.
- 4 -
2. Rated lifting capacity table
2-(1) When using outriggers, standard capacity
[Boom]
Unit (t)
Maximum outrigger extension (7.8 m) ―360 degrees―
Boom length
Load radius
※9.8 m 16.6 m 23.5 m 30.3 m 37.2 m 41.2 m 44.0 m
2.1 m 70.0
2.8 m 60.0 32.0 24.0 12.5
3.0 m 56.5 32.0 24.0 12.5
3.5 m 51.9 32.0 24.0 12.5 12.0
4.0 m 48.6 32.0 24.0 12.5 12.0 10.0
4.5 m 44.3 32.0 24.0 12.5 12.0 10.0 8.2
5.0 m 39.5 32.0 24.0 12.5 12.0 10.0 8.2
5.5 m 35.8 32.0 24.0 12.5 12.0 10.0 8.2
6.0 m 32.4 31.3 23.6 12.5 12.0 10.0 8.2
6.5 m 29.3 29.0 22.1 12.5 12.0 10.0 8.2
7.0 m 26.4 20.7 12.5 12.0 10.0 8.2
8.0 m 22.1 18.4 12.5 12.0 10.0 8.2
9.0 m 18.9 16.5 12.5 12.0 10.0 8.2
10.0 m 15.1 14
14.9 12.5 12.0 10.0 8.2
11.0 m 12.4 12.2 12.5 11.4 10.0 8.2
12.0 m 10.4 10.2 11.1 10.5 9.75 8.2
13.0 m 8.8 8.65 9.6 9.75 9.05 8.2
14.0 m 7.45 8.4 8.95 8.4 7.95
16.0 m 5.45 6.35 6.9 7.1 6.9
18.0 m 4.05 4.9 5.4 5.6 5.7
20.0 m 3.0 3.8 4.25 4.45 4.55
22.0 m 2.9 3.35 3.6 3.75
24.0 m 2.25 2.65 2.9 3.05
26.0 m 1.65 2.1 2.3 2.4
27.0 m 1.4 1.85 2.05 2.15
28.0 m 1.65 1.8 1.9
30.0 m 1.2 1.4 1.5
32.0 m 0.8 1.0 1.15
33.0 m 0.65 0.855 0.95
34.0 m 0.5 0.7 0.8
35.0 m 0.55 0.65
36.0 m 0.5
A (°) 0 to 84 22 to 84 31 to 84
Standard hook block
35 ton hook block × 2
35 ton hook block
Asterisked (*) values are for with heavy load lifting device mounted. A: Boom angle range (without load)
- 5 -
[Boom]
Unit (t)
Outrigger middle extension (7.6 m) ―side―
Boom length
Load radius
※9.8 m 16.6 m 23.5 m 30.3 m 37.2 m 41.2 m 44.0 m
2.1 m m
70.0
2.8 m 60.0 32.0 24.0 12.5
3.0 m 56.5 32.0 24.0 12.5
3.5 m 51.9 32.0 24.0 12.5 12.0
4.0 m 48.6 32.0 24.0 12.5 12.0 10.0
4.5 m 44.3 32.0 24.0 12.5 12.0 10.0 8.2
5.0 m 39.5 32.0 24.0 12.5 12.0 10.0 8.2
5.5 m 35.8 32.0 24.0 12.5 12.0 10.0 8.2
6.0 m 32.4 31.3 23.6 12.5 12.0 10.0 8.2
6.5 m 29.3 29.0 22.1 12.5 12.0 10.0 8.2
7.0 m 26.4 20.7 12.5 12.0 10.0 8.2
8.0 m 22.1 18.4 12.5 12.0 10.0 8.2
9.0 m 17.9 16.5 12.5 12.0 10.0 8.2
10.0 m 14.5 14.2 12.5 12.0 10.0 8.2
11.0 m 12.0 11.7 12.5 11.4 10.0 8.2
12.0 m 10.0 9.75 10.8 10.5 9.75 8.2
13.0 m 8.45 8.3 9.25 9.75 9.05 8.2
14.0 m 7.05 8.0 8.55 8.4 7.95
16.0 m 5.15 6.05 6.6 6.8 6.9
18.0 m 3.8 4.65 5.1 5.35 5.45
20.0 m 2.8 3.55 4.05 4.25 4.35
22.0 m 2.75 3.2 3.35 3.5
24.0 m 2.05 2.5 2.7 2.8
26.0 m 1.5 1.95 2.1 2.25
27.0 m 1.25 1.7 1.9 2.0
28.0 m 1.5 1.65 1.75
30.0 m 1.05 1.25 1.35
32.0 m 0.7 0.9 1.0
33.0 m 0.55 0.7 0.85
34.0 m s
0.55 0.65
35.0 m 0.55
A (°) 0 to 84 9 to 84 26 to 84 34 to 84
Standard hook block
35 ton hook block × 2
35 ton hook block
Asterisked (*) values are for with heavy load lifting device mounted. A: Boom angle range (without load)
- 6 -
[Boom]
Unit (t)
Outrigger middle extension (7.2 m) ―side―
Boom length
Load radius
※9.8 m 16.6 m 23.5 m 30.3 m 37.2 m 41.2 m 44.0 m
2.8 m 55.0 32.0 24.0 12.5
3.0 m 55.0 32.0 24.0 12.5
3.5 m 50.0 32.0 24.0 12.5 12.0
4.0 m 48.0 32.0 24.0 12.5 12.0 10.0
4.5 m 43.5 32.0 24.0 12.5 12.0 10.0 8.2
5.0 m 39.5 32.0 24.0 12.5 12.0 10.0 8.2
5.5 m 35.8 32.0 24.0 12.5 12.0 10.0 8.2
6.0 m 32.4 31.3 23.6 12.5 12.0 10.0 8.2
6.5 m 29.3 29.0 22.1 12.5 12.0 10.0 8.2
7.0 m 26.4 20.7 12.5 12.0 10.0 8.2
8.0 m 21.1 18.4 12.5 12.0 10.0 8.2
9.0 m 16.3 16.5 12.5 12.0 10.0 8.2
10.0 m 13.2 13.1 12.5 12.0 10.0 8.2
11.0 m 10.8 10.7 11.8 11.4 10.0 8.2
12.0 m 9.05 8.95 9.9 10.4 9.75 8.2
13.0 m 7.6 7.45 8.45 9.05 9.05 8.2
14.0 m 6.35 7.25 7.8 8.05 7.95
16.0 m 4.55 5.45 5.95 6.2 6.3
18.0 m 3.3 4.15 4.6 4.8 4.95
20.0 m 2.3 3.15 3.6 3.8 3.9
22.0 m 2.35 2.8 3.0 3.1
24.0 m 1.7 2.15 2.35 2.45
26.0 m 1.15 1.65 1.8 1.9
27.0 m 0.9 1.4 1.6 1.7
28.0 m 1.2 1.4 1.5
30.0 m 0.8 1.0 1.1
32.0 m 0.5 0.65 0.75
33.0 m 0.5 0.6
34.0 m 0.5
A (°) 0 to 84 18 to 84 30 to 84 37 to 84
Standard hook block
35 ton hook block × 2
35 ton hook block
Asterisked (*) values are for with heavy load lifting device mounted. A:Boom angle range (without load)
- 7 -
[Boom]
Unit (t)
Outrigger middle extension (5.38 m) ―side―
Boom length
Load radius
※9.8 m 16.6 m 23.5 m 30.3 m 37.2 m 41.2 m 44.0 m
2.8 m 50.0 32.0 24.0 12.5
3.0 m 50.0 32.0 24.0 12.5
3.5 m 47.0 32.0 24.0 12.5 12.0
4.0 m 42.2 32.0 24.0 12.5 12.0 10.0
4.5 m 38.2 32.0 24.0 12.5 12.0 10.0 8.2
5.0 m 31.9 31.5 24.0 12.5 12.0 10.0 8.2
5.5 m 25.9 25.6 24.0 12.5 12.0 10.0 8.2
6.0 m 21.7 21.3 21.1 12.5 12.0 10.0 8.2
6.5 m 18.2 18.1 18.0 12.5 12.0 10.0 8.2
7.0 m 15.7 15.6 12.5 12.0 10.0 8.2
8.0 m 12.0 11.9 12.5 12.0 10.0 8.2
9.0 m 9.4 9.4 10.4 11.0 10.0 8.2
10.0 m 7.65 7.55 8.55 9.1 9.35 8.2
11.0 m 6.25 6.1 7.05 7.6 7.85 8.0
12.0 m 5.15 5.0 5.9 6.45 6.65 6.8
13.0 m 4.25 4.1 5.0 5.5 5.7 5.85
14.0 m 3.3 4.2 4.65 4.9 5.0
16.0 m 2.05 2.95 3.4 3.6 3.7
18.0 m 1.05 2.05 2.45 2.65 2.75
19.0 m 0.65 1.6 2.05 2.25 2.4
20.0 m 1.25 1.75 1.95 2.05
22.0 m 0.6 1.15 1.35 1.45
24.0 m 0.65 0.85 1.0
25.0 m 0.65 0.75
26.0 m 0.55
A (°) 0 to 84 17 to 84 34 to 84 44 to 84 49 to 84 52 to 84
Standard hook block
35 ton hook block × 2
35 ton hook block
Asterisked (*) values are for with heavy load lifting device mounted. A: Boom angle range (without load)
- 8 -
[Boom]
Unit (t)
Outrigger middle extension (4.18 m) ―side―
Boom length
Load radius
※9.8 m 16.6 m 23.5 m 30.3 m 37.2 m 41.2 m 44.0 m
2.8 m 45.0 32.0 24.0 12.5
3.0 m 45.0 32.0 24.0 12.5
3.5 m 41.5 32.0 24.0 12.5 12.0
4.0 m 31.1 30.9 24.0 12.5 12.0 10.0
4.5 m 24.3 24.1 23.5 12.5 12.0 10.0 8.2
5.0 m 19.7 20.3 19.4 12.5 12.0 10.0 8.2
5.5 m 16.5 16.2 16.0 12.5 12.0 10.0 8.2
6.0 m 14.0 13.7 13.5 12.5 12.0 10.0 8.2
6.5 m 11.9 11.7 11.6 12.5 12.0 10.0 8.2
7.0 m 10.2 10.1 11.2 11.8 10.0 8.2
8.0 m 7.75 7.7 8.7 9.3 9.55 8.2
9.0 m 6.1 5.95 6.95 7.5 7.75 7.8
10.0 m 4.8 4.65 5.6 6.15 6.35 6.5
11.0 m 3.8 3.65 4.55 5.05 5.3 5.4
12.0 m 2.95 2.8 3.7 4.2 4.4 4.5
13.0 m 2.3 2.1 2.95 3.45 3.65 3.8
14.0 m 1.45 2.4 2.85 3.05 3.15
15.0 m 0.9 1.85 2.35 2.55 2.65
16.0 m 1.4 1.9 2.1 2.2
17.0 m 1.0 1.5 1.7 1.85
18.0 m 1.15 1.35 1.5
19.0 m 0.85 1.05 1.2
20.0 m 0.75 0.9
A (°) 0 to 84 39 to 84 47 to 84 55 to 84 59 to 84 61 to 84
Standard hook block
35 ton hook block × 2
35 ton hook block
Asterisked (*) values are for with heavy load lifting device mounted. A: Boom angle range (without load)
- 9 -
[Boom]
Unit (t)
Outrigger minimum extension (2.36 m) ―side―
Boom length
Load radius
9.8 m 16.6 m 23.5 m 30.3 m 37.2 m 41.2 m 44.0 m
2.8 m 23.5 20.0 14.0 10.0
3.0 m 21.1 18.0 14.0 10.0
3.5 m 16.1 15.5 14.0 10.0 9.0
4.0 m 12.7 12.2 12.1 10.0 9.0 7.5
4.5 m 10.2 9.85 9.8 10.0 9.0 7.5 6.5
5.0 m 8.4 8.1 8.0 9.1 9.0 7.5 6.5
5.5 m 7.0 6.7 6.6 7.65 8.25 7.5 6.5
6.0 m 5.9 5.6 5.5 6.5 7.1 7.35 6.5
6.5 m 5.0 4.7 4.6 5.55 6.1 6.35 6.3
7.0 m 3.95 3.85 4.8 5.35 5.6 5.7
8.0 m 2.75 2.65 3.55 4.05 4.3 4.4
9.0 m 1.85 1.65 2.6 3.1 3.3 3.45
10.0 m 1.0 0.85 1.85 2.3 2.5 2.65
11.0 m 1.2 1.7 1.9 2.0
12.0 m 1.2 1.4 1.5
13.0 m 0.95 1.05
A (°) 0 to 84 39 to 84 58 to 84 64 to 84 68 to 84 70 to 84 71 to 84
Standard hook block
35 ton hook block
A: Boom angle range (without load)
- 10 -
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)84
.06.
34.
09.
33.
510
.92.
211
.71.
47.
22.
812
.02.
514
.51.
516
.00.
77.
61.
513
.11.
017
.40.
719
.90.
480
.010
.64.
013
.53.
514
.82.
215
.31.
412
.02.
816
.32.
318
.61.
419
.60.
712
.71.
417
.90.
9521
.70.
6523
.70.
477
.013
.74.
016
.23.
317
.52.
1517
.81.
415
.32.
819
.32.
1521
.41.
3522
.30.
716
.21.
321
.20.
924
.70.
626
.50.
474
.016
.53.
618
.93.
020
.22.
120
.31.
418
.72.
822
.22.
024
.11.
324
.70.
719
.61.
224
.40.
8527
.60.
629
.10.
472
.018
.33.
3520
.62.
8521
.82.
0521
.91.
420
.82.
724
.01.
925
.91.
326
.40.
721
.91.
1526
.60.
829
.50.
630
.80.
470
.020
.13.
122
.32.
723
.52.
023
.41.
422
.62.
5525
.91.
827
.51.
2527
.90.
724
.11.
128
.60.
831
.30.
5532
.40.
468
.021
.92.
9523
.92.
525
.12.
024
.91.
424
.62.
427
.61.
7529
.11.
2529
.40.
726
.31.
130
.50.
7533
.10.
5533
.80.
465
.024
.22.
326
.12.
027
.41.
927
.11.
427
.11.
9530
.11.
631
.51.
231
.50.
729
.41.
0533
.30.
735
.60.
5536
.00.
463
.025
.61.
927
.51.
6528
.61.
5528
.41.
428
.61.
631
.51.
333
.01.
1532
.90.
731
.31.
035
.20.
737
.20.
5537
.40.
460
.027
.71.
429
.51.
230
.51.
1530
.81.
1533
.60.
9535
.00.
934
.21.
037
.70.
6539
.40.
558
.029
.11.
130
.80.
9531
.60.
8532
.30.
934
.90.
736
.20.
6535
.70.
7539
.20.
5540
.80.
4557
.029
.70.
9531
.40.
832
.30.
7532
.90.
7535
.50.
5536
.70.
536
.40.
639
.90.
4556
.030
.40.
832
.00.
6532
.80.
633
.70.
636
.20.
4537
.10.
555
.031
.00.
6532
.70.
533
.40.
4534
.40.
554
.031
.60.
5A
(°)
[Jib
(44.
0 m
boo
m)]
A: B
oom
ang
le ra
nge
(with
out l
oad)
Max
imum
out
rigge
r ext
ensi
on (7
.8 m
)
-360
deg
rees
-
Offs
etO
ffset
Offs
etBo
oman
gle
25°
45°
60°
45°
60°
25°
44.0
m b
oom
+ 8
.4 m
jib44
.0 m
boo
m +
13.
1 m
jib44
.0 m
boo
m +
17.
7 m
jib
54 to
84
55 to
84
62 to
84
56 to
84
62 to
84
55 to
84
57 to
84
45°
60°
5°5°
56 to
84
53 to
84
62 to
84
5°25
°
54 to
84
- 11 -
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)84
.06.
34.
09.
33.
510
.92.
211
.71.
47.
22.
812
.02.
514
.51.
516
.00.
77.
61.
513
.11.
017
.40.
719
.90.
480
.010
.64.
013
.53.
514
.82.
215
.31.
412
.02.
816
.32.
318
.61.
419
.60.
712
.71.
417
.90.
9521
.70.
6523
.70.
477
.013
.74.
016
.23.
317
.52.
1517
.81.
415
.32.
819
.32.
1521
.41.
3522
.30.
716
.21.
321
.20.
924
.70.
626
.50.
474
.016
.53.
618
.93.
020
.22.
120
.31.
418
.72.
822
.22.
024
.11.
324
.70.
719
.61.
224
.40.
8527
.60.
629
.10.
472
.018
.33.
3520
.62.
8521
.82.
0521
.91.
420
.82.
724
.01.
925
.91.
326
.40.
721
.91.
1526
.60.
829
.50.
630
.80.
470
.020
.13.
122
.32.
723
.52.
023
.41.
422
.62.
5525
.91.
827
.51.
2527
.90.
724
.11.
128
.60.
831
.30.
5532
.40.
468
.021
.82.
923
.92.
525
.12.
024
.91.
424
.62.
427
.61.
7529
.11.
2529
.40.
726
.31.
130
.50.
7533
.10.
5533
.80.
465
.024
.02.
1526
.11.
927
.31.
7527
.11.
426
.91.
830
.01.
5531
.51.
231
.50.
729
.41.
0533
.30.
735
.60.
5536
.00.
463
.025
.51.
827
.41.
5528
.51.
4528
.41.
428
.51.
531
.51.
2532
.91.
132
.90.
731
.31.
035
.20.
737
.20.
5537
.40.
460
.027
.51.
2529
.41.
130
.41.
030
.71.
0533
.50.
8534
.80.
7534
.00.
937
.70.
6539
.40.
558
.028
.90.
9530
.70.
831
.60.
7532
.10.
7534
.80.
636
.10.
535
.60.
6539
.10.
4557
.029
.60.
831
.30.
6532
.20.
632
.80.
635
.50.
536
.30.
556
.030
.20.
6532
.00.
5532
.80.
533
.50.
555
.030
.90.
5A
(°)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)84
.06.
34.
09.
33.
510
.92.
211
.71.
47.
22.
812
.02.
514
.51.
516
.00.
77.
61.
513
.11.
017
.40.
719
.90.
480
.010
.64.
013
.53.
514
.82.
215
.31.
412
.02.
816
.32.
318
.61.
419
.60.
712
.71.
417
.90.
9521
.70.
6523
.70.
477
.013
.74.
016
.23.
317
.52.
1517
.81.
415
.32.
819
.32.
1521
.41.
3522
.30.
716
.21.
321
.20.
924
.70.
626
.50.
474
.016
.53.
618
.93.
020
.22.
120
.31.
418
.72.
822
.22.
024
.11.
324
.70.
719
.61.
224
.40.
8527
.60.
629
.10.
472
.018
.33.
3520
.62.
8521
.82.
0521
.91.
420
.82.
724
.01.
925
.91.
326
.40.
721
.91.
1526
.60.
829
.50.
630
.80.
470
.020
.13.
122
.32.
723
.52.
023
.41.
422
.62.
5525
.91.
827
.51.
2527
.90.
724
.11.
128
.60.
831
.30.
5532
.40.
468
.021
.62.
5523
.82.
2525
.12.
024
.91.
424
.32.
1527
.61.
7529
.11.
2529
.40.
726
.31.
130
.50.
7533
.10.
5533
.80.
465
.023
.81.
825
.81.
627
.01.
527
.11.
426
.61.
5529
.81.
331
.51.
231
.50.
729
.41.
0533
.30.
735
.60.
5536
.00.
463
.025
.21.
4527
.21.
328
.31.
228
.31.
228
.21.
2531
.31.
0532
.80.
9532
.90.
731
.31.
035
.20.
737
.20.
5537
.40.
460
.027
.30.
9529
.30.
8530
.20.
830
.40.
833
.30.
6534
.70.
5533
.80.
737
.60.
559
.028
.00.
829
.90.
730
.80.
6531
.20.
6533
.90.
534
.50.
5558
.028
.70.
730
.50.
5531
.40.
531
.80.
557
.029
.40.
55A
(°)
62 to
84
54 to
84
62 to
84
58 to
84
59 to
84
56 to
84
57 to
84
57 to
84
58 to
84
59 to
84
62 to
84
62 to
84
62 to
84
62 to
84
56 to
84
57 to
84
56 to
84
57 to
84
O
utrig
ger m
iddl
e ex
tens
ion
(7.2
m)
-
side
-
Offs
et
A: B
oom
ang
le ra
nge
(with
out l
oad)
O
utrig
ger m
iddl
e ex
tens
ion
(7.6
m)
-
side
-
Boom
angl
e
44.0
m b
oom
+ 8
.4 m
jib44
.0 m
boo
m +
13.
1 m
jib
59 to
84
45°
5°25
°
Offs
et
44.0
m b
oom
+ 1
7.7
m jib
60°
25°
60°
5°25
°
55 to
84
55 to
84
Offs
etBo
oman
gle
44.0
m b
oom
+ 1
3.1
m jib
44.0
m b
oom
+ 1
7.7
m jib
60°
25°
45°
60°
5°45
°25
°45
°60
°5°
44.0
m b
oom
+ 8
.4 m
jib
5°
45°
Offs
etO
ffset
Offs
et5°
25°
45°
60°
[Jib
(44.
0 m
boo
m)]
- 12 -
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)84
.06.
34.
09.
33.
510
.92.
211
.71.
47.
22.
812
.02.
514
.51.
516
.00.
77.
61.
513
.11.
017
.40.
719
.90.
480
.010
.64.
013
.53.
514
.82.
215
.31.
412
.02.
816
.32.
318
.61.
419
.60.
712
.71.
417
.90.
9521
.70.
6523
.70.
477
.013
.74.
016
.23.
317
.52.
1517
.81.
415
.32.
819
.32.
1521
.41.
3522
.30.
716
.21.
321
.20.
924
.70.
626
.50.
474
.016
.02.
6518
.42.
220
.12.
020
.31.
418
.22.
2521
.91.
7524
.11.
324
.70.
719
.61.
224
.40.
8527
.60.
629
.10.
472
.017
.52.
0519
.81.
6521
.51.
5521
.91.
419
.81.
723
.51.
3525
.81.
226
.40.
721
.91.
1526
.60.
829
.50.
630
.80.
470
.019
.11.
5521
.31.
2522
.91.
1523
.31.
1521
.41.
2525
.01.
027
.30.
927
.90.
724
.11.
128
.60.
831
.30.
5532
.40.
469
.019
.91.
322
.11.
0523
.61.
023
.91.
022
.31.
125
.80.
8527
.90.
7528
.60.
725
.00.
9529
.50.
732
.20.
5533
.10.
468
.020
.61.
122
.80.
924
.30.
8524
.60.
8523
.00.
926
.50.
728
.50.
629
.30.
625
.90.
830
.30.
5567
.021
.30.
923
.50.
7525
.00.
725
.20.
723
.80.
7527
.20.
5529
.30.
529
.90.
526
.70.
6566
.022
.10.
7524
.20.
625
.60.
5525
.90.
5524
.70.
627
.60.
565
.022
.90.
6A
(°)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
c ity
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)84
.06.
34.
09.
33.
510
.92.
211
.71.
47.
22.
812
.02.
514
.51.
516
.00.
77.
61.
513
.11.
017
.40.
719
.90.
480
.010
.64.
013
.33.
414
.82.
215
.31.
412
.02.
816
.32.
318
.61.
419
.60.
712
.71.
417
.90.
9521
.70.
6523
.70.
477
.012
.92.
615
.52.
117
.31.
817
.81.
414
.72.
118
.81.
621
.31.
322
.30.
716
.21.
321
.20.
924
.70.
626
.50.
474
.015
.21.
517
.81.
2519
.51.
120
.01.
0517
.31.
321
.10.
923
.60.
824
.70.
719
.51.
124
.30.
727
.50.
529
.10.
472
.016
.91.
019
.30.
820
.90.
721
.40.
6519
.00.
821
.30.
771
.017
.70.
8A
(°)
73 to
84
71 to
84
70 to
84
71 to
84
71 to
84
73 to
84
A: B
oom
ang
le ra
nge
(with
out l
oad)
O
utrig
ger m
iddl
e ex
tens
ion
(4.1
8 m
)
-sid
e-
［
Jib
(44.
0 m
boo
m)］ 45
°5°
25°
45°
60°
Boom
angl
e
Offs
etO
ffset
Offs
et5°
25°
45°
60°
5°25
°
25°
44.0
m b
oom
+ 8
.4 m
jib44
.0 m
boo
m +
13.
1 m
jib44
.0 m
boo
m +
17.
7 m
jib
60°
68 to
84
45°
60°
5°
65 to
84
67 to
84
64 to
84
65 to
84
65 to
84
66 to
84
Offs
etO
ffset
5°25
°45
°60
°5°
45°
60°
25°
44.0
m b
oom
+ 8
.4 m
jib44
.0 m
boo
m +
13.
1 m
jib44
.0 m
boo
m +
17.
7 m
jib
Out
rigge
r mid
dle
exte
nsio
n (5
.38
m)
-s
ide-
Boom
angl
e
Offs
et
- 13 -
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)84
.05.
44.
08.
53.
510
.22.
211
.11.
46.
42.
811
.12.
514
.11.
515
.40.
77.
31.
512
.71.
016
.90.
719
.40.
480
.09.
44.
012
.33.
513
.82.
214
.51.
410
.72.
815
.12.
317
.81.
418
.80.
711
.91.
417
.10.
9521
.00.
6523
.00.
477
.012
.24.
014
.93.
316
.32.
1516
.81.
413
.92.
817
.92.
1520
.41.
3521
.30.
715
.31.
320
.30.
923
.80.
625
.50.
474
.015
.14.
017
.63.
1518
.82.
119
.11.
417
.12.
820
.72.
023
.01.
323
.60.
718
.61.
223
.30.
8526
.60.
628
.00.
472
.016
.83.
6519
.22.
920
.42.
0520
.71.
419
.02.
722
.51.
924
.61.
325
.20.
720
.61.
1525
.20.
828
.30.
629
.60.
470
.018
.53.
320
.72.
721
.92.
022
.11.
420
.92.
624
.21.
826
.11.
2526
.60.
722
.81.
127
.20.
830
.00.
5531
.10.
468
.020
.13.
0522
.32.
523
.42.
023
.51.
422
.72.
425
.81.
7527
.61.
2528
.00.
724
.81.
128
.90.
7531
.60.
5532
.50.
465
.022
.42.
724
.52.
2525
.61.
9525
.51.
425
.32.
128
.31.
6529
.91.
230
.00.
727
.71.
0531
.60.
734
.00.
5534
.50.
463
.023
.92.
425
.92.
126
.91.
926
.91.
426
.91.
929
.81.
5531
.21.
1531
.20.
729
.51.
033
.40.
735
.50.
5535
.80.
460
.025
.91.
827
.81.
628
.81.
529
.11.
531
.91.
2533
.31.
1532
.31.
035
.80.
6537
.60.
558
.027
.31.
4529
.11.
329
.91.
230
.61.
233
.21.
0534
.50.
9534
.00.
937
.30.
639
.00.
557
.027
.91.
3529
.71.
230
.51.
131
.31.
133
.80.
935
.10.
834
.80.
8538
.00.
639
.60.
556
.028
.61.
230
.31.
0531
.10.
9531
.90.
9534
.50.
7535
.60.
735
.50.
838
.70.
5540
.30.
555
.029
.11.
030
.90.
931
.60.
832
.60.
835
.10.
6536
.20.
636
.20.
6539
.30.
4554
.029
.80.
8531
.40.
7532
.10.
733
.20.
6535
.60.
5536
.70.
536
.80.
5553
.030
.30.
732
.00.
632
.70.
5533
.80.
5536
.30.
4537
.50.
4552
.031
.00.
632
.60.
533
.20.
4534
.50.
4551
.031
.60.
4533
.10.
4A
(°)
41.2
m b
oom
+ 8
.4 m
jibO
ffset
5°25
°45
°60
°
50 to
84
51 to
84
62 to
84
5°25
°45
°
[Jib
(41.
2 m
boo
m)]
Max
imum
out
rigge
r ext
ensi
on (7
.8 m
)
-3
60 d
egre
es-
Boom
angl
e
41.2
m b
oom
+ 1
3.1
m jib
41.2
m b
oom
+ 1
7.7
m jib
Offs
etO
ffset
45°
60°
60°
62 to
84
51 to
84
52 to
84
53 to
84
5°25
°
52 to
84
54 to
84
55 to
84
62 to
84
A: B
oom
ang
le ra
nge
(with
out l
oad)
- 14 -
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
84.0
5.4
4.0
8.5
3.5
10.2
2.2
11.1
1.4
6.4
2.8
11.1
2.5
14.1
1.5
15.4
0.7
7.3
1.5
12.7
1.0
16.9
0.7
19.4
0.4
80.0
9.4
4.0
12.3
3.5
13.8
2.2
14.5
1.4
10.7
2.8
15.1
2.3
17.8
1.4
18.8
0.7
11.9
1.4
17.1
0.95
21.0
0.65
23.0
0.4
77.0
12.2
4.0
14.9
3.3
16.3
2.15
16.8
1.4
13.9
2.8
17.9
2.15
20.4
1.35
21.3
0.7
15.3
1.3
20.3
0.9
23.8
0.6
25.5
0.4
74.0
15.1
4.0
17.6
3.15
18.8
2.1
19.1
1.4
17.1
2.8
20.7
2.0
23.0
1.3
23.6
0.7
18.6
1.2
23.3
0.85
26.6
0.6
28.0
0.4
72.0
16.8
3.65
19.2
2.9
20.4
2.05
20.7
1.4
19.0
2.7
22.5
1.9
24.6
1.3
25.2
0.7
20.6
1.15
25.2
0.8
28.3
0.6
29.6
0.4
70.0
18.5
3.3
20.7
2.7
21.9
2.0
22.1
1.4
20.9
2.6
24.2
1.8
26.1
1.25
26.6
0.7
22.8
1.1
27.2
0.8
30.0
0.55
31.1
0.4
68.0
20.1
3.05
22.3
2.5
23.4
2.0
23.5
1.4
22.7
2.4
25.8
1.75
27.6
1.25
28.0
0.7
24.8
1.1
28.9
0.75
31.6
0.55
32.5
0.4
65.0
22.4
2.7
24.5
2.25
25.6
1.95
25.5
1.4
25.3
2.1
28.3
1.65
29.9
1.2
30.0
0.7
27.7
1.05
31.6
0.7
34.0
0.55
34.5
0.4
63.0
23.9
2.25
25.8
1.9
26.9
1.8
26.9
1.4
26.9
1.9
29.8
1.55
31.2
1.15
31.2
0.7
29.5
1.0
33.4
0.7
35.5
0.55
35.8
0.4
60.0
25.9
1.65
27.7
1.45
28.7
1.35
29.0
1.4
31.8
1.15
33.2
1.05
32.3
1.0
35.8
0.65
37.6
0.5
58.0
27.2
1.35
29.0
1.15
29.9
1.1
30.5
1.1
33.1
0.95
34.5
0.85
34.0
0.9
37.3
0.6
39.0
0.5
57.0
27.8
1.2
29.6
1.0
30.4
0.95
31.2
1.0
33.7
0.8
35.0
0.7
34.7
0.8
38.0
0.6
39.6
0.5
56.0
28.5
1.05
30.2
0.9
31.0
0.8
31.8
0.85
34.4
0.65
35.6
0.6
35.4
0.7
38.6
0.5
40.2
0.45
55.0
29.1
0.9
30.8
0.75
31.6
0.7
32.5
0.7
35.0
0.55
36.1
0.5
36.1
0.55
39.2
0.4
54.0
29.7
0.75
31.3
0.6
32.1
0.55
33.1
0.55
35.6
0.45
36.7
0.4
36.7
0.45
53.0
30.3
0.6
31.9
0.5
32.6
0.45
33.7
0.45
52.0
30.9
0.45
A (°
)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
Load
radi
us(m
)
Rat
edlif
ting
capa
city
(t)
10.5
5.4
4.0
8.5
3.5
10.2
2.2
11.1
1.4
6.4
2.8
11.1
2.5
14.1
1.5
15.4
0.7
7.3
1.5
12.7
1.0
16.9
0.7
19.4
0.4
80.0
9.4
4.0
12.3
3.5
13.8
2.2
14.5
1.4
10.7
2.8
15.1
2.3
17.8
1.4
18.8
0.7
11.9
1.4
17.1
0.95
21.0
0.65
23.0
0.4
77.0
12.2
4.0
14.9
3.3
16.3
2.15
16.8
1.4
13.9
2.8
17.9
2.15
20.4
1.35
21.3
0.7
15.3
1.3
20.3
0.9
23.8
0.6
25.5
0.4
74.0
15.1
4.0
17.6
3.15
18.8
2.1
19.1
1.4
17.1
2.8
20.7
2.0
23.0
1.3
23.6
0.7
18.6
1.2
23.3
0.85
26.6
0.6
28.0
0.4
72.0
16.8
3.65
19.2
2.9
20.4
2.05
20.7
1.4
19.0
2.7
22.5
1.9
24.6
1.3
25.2
0.7
20.6
1.15
25.2
0.8
28.3
0.6
29.6
0.4
70.0
18.5
3.3
20.7
2.7
21.9
2.0
22.1
1.4
20.9
2.6
24.2
1.8
26.1
1.25
26.6
0.7
22.8
1.1
27.2
0.8
30.0
0.55
31.1
0.4
68.0
20.1
3.05
22.3
2.5
23.4
2.0
23.5
1.4
22.7
2.4
25.8
1.75
27.6
1.25
28.0
0.7
24.8
1.1
28.9
0.75
31.6
0.55
32.5
0.4
65.0
22.2
2.35
24.4
2.05
25.6
1.9
25.5
1.4
25.2
1.95
28.2
1.6
29.9
1.2
30.0
0.7
27.7
1.05
31.6
0.7
34.0
0.55
34.5
0.4
63.0
23.7
1.9
25.6
1.65
26.8
1.55
26.9
1.4
26.6
1.55
29.6
1.35
31.2
1.15
31.2
0.7
29.5
1.0
33.4
0.7
35.5
0.55
35.8
0.4
60.0
25.7
1.4
27.6
1.2
28.6
1.15
28.8
1.15
31.6
0.95
33.1
0.85
32.3
0.95
35.8
0.65
37.6
0.5
59.0
26.4
1.25
28.2
1.05
29.2
1.0
29.5
1.0
32.3
0.8
33.7
0.75
33.0
0.85
36.5
0.6
38.3
0.5
58.0
27.1
1.1
28.8
0.9
29.8
0.85
30.2
0.9
33.0
0.7
34.3
0.6
33.7
0.7
37.2
0.55
39.0
0.45
57.0
27.7
0.9
29.5
0.8
30.3
0.7
30.9
0.75
33.5
0.55
34.9
0.5
34.4
0.55
56.0
28.3
0.75
30.1
0.65
30.9
0.55
31.6
0.6
34.2
0.45
35.0
0.45
55.0
28.9
0.6
30.6
0.5
31.4
0.45
32.2
0.45
54.0
29.6
0.5
A (°
)
62 to
84
60°
[Jib
(41.
2 m
boo
m)]
60°
53 to
84
62 to
84
53 to
84
54 to
84
45°
25°
45°
60°
5°25
°
55 to
84
5°
25°
45°
60°
5°
51 to
84
52 to
84
52 to
84
25°
45°
60°
5°
5°25
°45
°60
°
62 to
84
41.2
m b
oom
+ 8
.4 m
jib
Offs
et5°
O
utrig
ger m
iddl
e ex
tens
ion
(7.6
m)
-s
ide-
Boo
man
gle
41.2
m b
oom
+ 8
.4 m
jib
A: B
oom
ang
le ra
nge
(with
out l
oad)
55 to
84
62 to
84
53 to
84
54 to
84
55 to
84
56 to
84
O
utrig
ger m
iddl
e ex
tens
ion
(7.2
m)
-s
ide-
Boo
man
gle
41.2
m b
oom
+ 1
3.1
m ji
b41
.2 m
boo
m +
17.
7 m
jib
Offs
etO
ffset
41.2
m b
oom
+ 1
3.1
m ji
b41
.2 m
boo
m +
17.
7 m
jib
Offs
etO
ffset
Offs
et
25°
45°
57 to
84
62 to
84
62 to
84
54 to
84
- 15 -
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)10
.55.
44.
08.
53.
510
.22.
211
.11.
46.
42.
811
.12.
514
.11.
515
.40.
77.
31.
512
.71.
016
.90.
719
.40.
480
.09.
44.
012
.33.
513
.82.
214
.51.
410
.72.
815
.12.
317
.81.
418
.80.
711
.91.
417
.10.
9521
.00.
6523
.00.
477
.012
.24.
014
.93.
316
.32.
1516
.81.
413
.92.
817
.92.
1520
.41.
3521
.30.
715
.31.
320
.30.
923
.80.
625
.50.
474
.014
.83.
217
.32.
718
.82.
119
.11.
416
.92.
620
.72.
023
.01.
323
.60.
718
.61.
223
.30.
8526
.60.
628
.00.
472
.016
.32.
518
.82.
120
.31.
920
.71.
418
.52.
022
.21.
6524
.61.
325
.20.
720
.61.
1525
.20.
828
.30.
629
.60.
470
.017
.81.
920
.11.
6521
.61.
522
.11.
420
.21.
5523
.81.
2526
.01.
126
.60.
722
.81.
127
.20.
830
.00.
5531
.10.
469
.018
.51.
6520
.91.
4522
.31.
322
.81.
321
.01.
3524
.51.
126
.70.
9527
.30.
723
.81.
128
.00.
7530
.90.
5531
.80.
468
.019
.31.
4521
.61.
2523
.01.
1523
.41.
121
.71.
1525
.20.
9527
.40.
8528
.00.
724
.61.
028
.90.
731
.60.
5532
.50.
467
.020
.01.
2522
.31.
0523
.71.
024
.00.
9522
.51.
025
.90.
828
.00.
728
.70.
725
.40.
8529
.70.
632
.40.
566
.020
.81.
0523
.00.
924
.30.
8524
.60.
823
.40.
8526
.70.
6528
.70.
629
.30.
626
.30.
730
.50.
565
.021
.50.
923
.70.
7525
.00.
725
.20.
724
.10.
727
.40.
5527
.10.
5564
.022
.20.
7524
.30.
625
.60.
5525
.80.
524
.90.
5563
.023
.00.
55A
(°)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
t ing
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)84
.05.
44.
08.
53.
510
.22.
211
.11.
46.
42.
811
.12.
514
.11.
515
.40.
77.
31.
512
.71.
016
.90.
719
.40.
480
.09.
44.
012
.33.
513
.82.
214
.51.
410
.72.
815
.12.
317
.81.
418
.80.
711
.91.
417
.10.
9521
.00.
6523
.00.
477
.011
.93.
014
.62.
416
.32.
1516
.81.
413
.82.
517
.81.
920
.41.
3521
.30.
715
.31.
320
.30.
923
.80.
625
.50.
474
.014
.31.
9516
.81.
518
.51.
3519
.11.
316
.31.
620
.11.
1522
.71.
023
.60.
718
.61.
223
.30.
8526
.60.
628
.00.
472
.015
.81.
3518
.21.
0519
.80.
9520
.40.
917
.91.
121
.70.
824
.20.
725
.10.
6520
.40.
9525
.00.
671
.016
.51.
118
.90.
8520
.50.
7521
.10.
7518
.70.
922
.40.
6521
.30.
7570
.017
.30.
919
.60.
719
.60.
7A
(°)
Offs
et
67 to
84
Offs
et41
.2 m
boo
m +
17.
7 m
jib
[Jib
(41.
2 m
boo
m)]
41.2
m b
oom
+ 8
.4 m
jib
41.2
m b
oom
+ 8
.4 m
jibO
ffset
5°
62 to
84
63 to
84
Out
rigge
r mid
dle
exte
nsio
n (5
.38
m)
-s
ide-
Boom
angl
e
69 to
84
70 to
84
A: B
oom
ang
le ra
nge
(with
out l
oad)
25°
60°
41.2
m b
oom
+ 1
3.1
m jib
Offs
et45
°60
°5°
25°
45°
Offs
et5°
Offs
et
60°
5°25
°45
°
64 to
84
65 to
84
66 to
84 73
to 8
470
to 8
4
63 to
84
64 to
84
65 to
84
45°
Out
rigge
r mid
dle
exte
nsio
n (4
.18
m)
-s
ide-
Boom
angl
e
41.2
m b
oom
+ 1
3.1
m jib
41.2
m b
oom
+ 1
7.7
m jib
45°
60°
5°
71 to
84
69 to
84
70 to
84
60°
71 to
84
25°
60°
5°25
°45
°25
°
- 16 -
2-(2) When using outriggers front special capacity
[Boom]
—Front—
Unit (t)
Boom length
Load radius
※9.8 m 16.6 m 23.5 m 30.3 m 37.2 m 41.2 m 44.0 m
2.1 m 70.0
2.8 m 60.0 32.0 24.0 12.5
3.0 m 56.5 32.0 24.0 12.5
3.5 m 51.9 32.0 24.0 12.5 12.0
4.0 m 48.6 32.0 24.0 12.5 12.0 10.0
4.5 m 44.3 32.0 24.0 12.5 12.0 10.0 8.2
5.0 m 39.5 32.0 24.0 12.5 12.0 10.0 8.2
5.5 m 35.8 32.0 24.0 12.5 12.0 10.0 8.2
6.0 m 32.4 31.3 23.6 12.5 12.0 10.0 8.2
6.5 m 29.3 29.0 22.1 12.5 12.0 10.0 8.2
7.0 m 26.4 20.7 12.5 12.0 10.0 8.2
8.0 m 22.1 18.4 12.5 12.0 10.0 8.2
9.0 m 18.9 16.5 12.5 12.0 10.0 8.2
10.0 m 16.4 14.9 12.5 12.0 10.0 8.2
11.0 m 14.4 13.5 12.5 11.4 10.0 8.2
12.0 m 12.7 12.3 11.5 10.5 9.75 8.2
13.0 m 11.35 11.2 10.7 9.75 9.05 8.2
14.0 m 10.0 9.9 9.0 8.4 7.95
16.0 m 8.1 8.55 7.8 7.3 6.9
18.0 m 6.45 7.35 6.85 6.45 6.05
20.0 m 5.05 6.0 6.0 5.7 5.35
22.0 m 4.85 5.35 5.1 4.8
24.0 m 3.95 4.5 4.55 4.3
26.0 m 3.2 3.7 3.9 3.9
27.0 m 2.9 3.35 3.6 3.7
28.0 m 3.05 3.25 3.4
30.0 m 2.5 2.7 2.85
32.0 m 2.05 2.25 2.35
34.0 m 1.7 1.85 1.95
35.0 m 1.65 1.75
36.0 m 1.5 1.6
38.0 m 1.25 1.3
40.0 m 1.05
A (°) 0 to 84
Standard hook block
35 ton hook block × 2
35 ton hook block
Asterisked (*) values are for heavy load lifting device. A: Boom angle range (without load)
- 17 -
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
84.0
6.3
4.0
9.3
3.5
10.9
2.2
11.7
1.4
7.2
2.8
12.0
2.5
14.5
1.5
16.0
0.7
7.6
1.5
13.1
1.0
17.4
0.7
19.9
0.4
80.0
10.6
4.0
13.5
3.5
14.8
2.2
15.3
1.4
12.0
2.8
16.3
2.3
18.6
1.4
19.6
0.7
12.7
1.4
17.9
0.95
21.7
0.65
23.7
0.4
77.0
13.7
4.0
16.2
3.3
17.5
2.15
17.8
1.4
15.3
2.8
19.3
2.15
21.4
1.35
22.3
0.7
16.2
1.3
21.2
0.9
24.7
0.6
26.5
0.4
74.0
16.5
3.6
18.9
3.0
20.2
2.1
20.3
1.4
18.7
2.8
22.2
2.0
24.1
1.3
24.7
0.7
19.6
1.2
24.4
0.85
27.6
0.6
29.1
0.4
72.0
18.3
3.35
20.6
2.85
21.8
2.05
21.9
1.4
20.8
2.7
24.0
1.9
25.9
1.3
26.4
0.7
21.9
1.15
26.6
0.8
29.5
0.6
30.8
0.4
70.0
20.1
3.1
22.3
2.7
23.5
2.0
23.4
1.4
22.6
2.55
25.9
1.8
27.5
1.25
27.9
0.7
24.1
1.1
28.6
0.8
31.3
0.55
32.4
0.4
68.0
21.9
2.95
23.9
2.5
25.1
2.0
24.9
1.4
24.6
2.4
27.6
1.75
29.1
1.25
29.4
0.7
26.3
1.1
30.5
0.75
33.1
0.55
33.8
0.4
65.0
24.4
2.7
26.3
2.25
27.4
1.95
27.1
1.4
27.2
2.1
30.2
1.65
31.5
1.2
31.5
0.7
29.4
1.05
33.3
0.7
35.6
0.55
36.0
0.4
63.0
26.0
2.5
27.8
2.1
28.8
1.9
28.4
1.4
28.9
1.9
31.8
1.55
33.0
1.15
32.9
0.7
31.3
1.0
35.2
0.7
37.2
0.55
37.4
0.4
60.0
28.2
2.2
30.0
1.9
30.9
1.8
30.5
1.4
31.4
1.7
34.1
1.4
35.2
1.15
35.0
0.7
34.2
1.0
37.7
0.65
39.4
0.5
39.4
0.4
55.0
31.9
1.75
33.4
1.65
34.2
1.55
35.3
1.4
37.8
1.2
38.6
1.1
38.7
0.9
41.8
0.6
42.9
0.5
53.0
33.2
1.6
34.6
1.5
35.3
1.4
36.8
1.3
39.1
1.15
39.8
1.1
40.3
0.85
43.2
0.6
44.1
0.5
51.0
34.4
1.35
35.8
1.2
36.3
1.15
38.2
1.15
40.3
0.95
40.9
0.9
41.9
0.8
44.6
0.6
45.2
0.5
49.0
35.6
1.1
36.9
1.0
37.4
0.95
39.5
0.9
41.3
0.75
41.9
0.75
43.2
0.75
46.0
0.55
46.4
0.5
46.0
37.3
0.8
38.5
0.7
38.8
0.65
41.3
0.6
43.0
0.5
43.3
0.5
45.1
0.5
45.0
37.8
0.7
39.0
0.6
39.3
0.55
41.9
0.5
43.6
0.45
43.7
0.4
45.8
0.4
43.0
39.0
0.5
39.9
0.4
A (°
)
-Fro
nt-
A: B
oom
ang
le ra
nge
(with
out l
oad)
44 to
84
59 to
84
48 to
84
42 to
84
44 to
84
59 to
84
44 to
84
59 to
84
[Jib
(44.
0 m
boo
m)]
Boom
angl
e
44.0
m b
oom
+ 8
.4 m
jib44
.0 m
boo
m +
13.
1 m
jib44
.0 m
boo
m +
17.
7 m
jib
45°
60°
5°25
°O
ffset
5°25
°45
°60
°O
ffset
Offs
et45
°60
°5°
25°
- 18 -
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
Load
radi
us(m
)
Rate
dlif
ting
capa
city
(t)
84.0
5.4
4.0
8.5
3.5
10.2
2.2
11.1
1.4
6.4
2.8
11.1
2.5
14.1
1.5
15.4
0.7
7.3
1.5
12.7
1.0
16.9
0.7
19.4
0.4
80.0
9.4
4.0
12.3
3.5
13.8
2.2
14.5
1.4
10.7
2.8
15.1
2.3
17.8
1.4
18.8
0.7
11.9
1.4
17.1
0.95
21.0
0.65
23.0
0.4
77.0
12.2
4.0
14.9
3.3
16.3
2.15
16.8
1.4
13.9
2.8
17.9
2.15
20.4
1.35
21.3
0.7
15.3
1.3
20.3
0.9
23.8
0.6
25.5
0.4
74.0
15.1
4.0
17.6
3.15
18.8
2.1
19.1
1.4
17.1
2.8
20.7
2.0
23.0
1.3
23.6
0.7
18.6
1.2
23.3
0.85
26.6
0.6
28.0
0.4
72.0
16.8
3.65
19.2
2.9
20.4
2.05
20.7
1.4
19.0
2.7
22.5
1.9
24.6
1.3
25.2
0.7
20.6
1.15
25.2
0.8
28.3
0.6
29.6
0.4
70.0
18.5
3.3
20.7
2.7
21.9
2.0
22.1
1.4
20.9
2.6
24.2
1.8
26.1
1.25
26.6
0.7
22.8
1.1
27.2
0.8
30.0
0.55
31.1
0.4
68.0
20.1
3.05
22.3
2.5
23.4
2.0
23.5
1.4
22.7
2.4
25.8
1.75
27.6
1.25
28.0
0.7
24.8
1.1
28.9
0.75
31.6
0.55
32.5
0.4
65.0
22.4
2.7
24.5
2.25
25.6
1.95
25.5
1.4
25.3
2.1
28.3
1.65
29.9
1.2
30.0
0.7
27.7
1.05
31.6
0.7
34.0
0.55
34.5
0.4
63.0
24.0
2.5
25.9
2.1
26.9
1.9
26.9
1.4
26.9
1.9
29.8
1.55
31.2
1.15
31.2
0.7
29.5
1.0
33.4
0.7
35.5
0.55
35.8
0.4
60.0
26.1
2.2
28.0
1.9
28.9
1.8
28.8
1.4
29.3
1.7
32.1
1.4
33.3
1.15
33.2
0.7
32.3
1.0
35.8
0.65
37.6
0.5
37.8
0.4
55.0
29.7
1.85
31.3
1.65
32.0
1.55
33.1
1.4
35.6
1.2
36.5
1.1
36.5
0.9
39.6
0.6
40.9
0.5
53.0
30.9
1.65
32.5
1.55
33.1
1.5
34.5
1.3
36.9
1.15
37.6
1.1
38.0
0.85
41.0
0.6
42.1
0.5
51.0
32.1
1.5
33.6
1.4
34.2
1.4
35.9
1.2
38.1
1.1
38.7
1.05
39.6
0.8
42.3
0.6
43.2
0.5
49.0
33.4
1.4
34.7
1.3
35.2
1.35
37.2
1.15
39.4
1.05
39.8
1.0
41.0
0.75
43.5
0.55
44.2
0.5
46.0
35.1
1.2
36.3
1.05
36.6
1.0
39.1
1.0
40.9
0.85
41.2
0.8
43.1
0.7
45.3
0.5
45.7
0.5
45.0
35.6
1.1
36.8
0.95
37.0
0.9
39.6
0.9
41.4
0.75
41.6
0.7
43.7
0.65
45.9
0.5
46.1
0.5
43.0
36.6
0.85
37.7
0.75
40.7
0.7
42.3
0.6
44.9
0.55
46.9
0.45
41.0
37.6
0.7
38.7
0.6
41.7
0.55
43.3
0.45
46.0
0.45
40.0
38.1
0.6
39.1
0.55
42.2
0.45
43.7
0.4
39.0
38.6
0.5
39.5
0.45
42.7
0.4
38.0
39.0
0.45
39.9
0.4
37.0
39.4
0.4
A (°
)
-Fro
nt-
[Jib
(41.
2 m
boo
m)]
59 to
84
40 to
84
42 to
84
37 to
84
38 to
84
39 to
84
A: B
oom
ang
le ra
nge
(with
out l
oad)
25°
45°
60°
44 to
84
59 to
84
36 to
84
60°
5°25
°45
°60
°45
°
44 to
84
44 to
84
59 to
84
5°Bo
oman
gle
41.2
m b
oom
+ 8
.4 m
jib41
.2 m
boo
m +
13.
1 m
jib41
.2 m
boo
m +
17.
7 m
jibO
ffset
Offs
etO
ffset
5°25
°
- 19 -
b
b
b
b
Precautions when using outriggers
1. The rated lifting capacities assume that the crane is set horizontally on firm ground, and includethe weight of the lifting devices and main winch hook block (340 kg) when working with the boomand the weight of the lifting devices and auxiliary hook block (100 kg) when working with the jib.
The values above the bold line are based on the structural strength while those below are basedon the crane stability factor.
2. The load radius is based on the actual figure including the boom deflection, so always use theload radius as the standard when working with the boom.
3. Jib rated lifting capacity table differs depending on whether or not boom length exceeds 41.2 m.
4. When performing jib lifting, use boom angle as the standard. Furthermore, load radius values arecalculated values, assuming that the jib is attached to a 41.2 or 44.0 m boom, and actual loadradius may differ.
5. The rated lifting capacity for the single top is the value obtained by subtracting 240 kg from theboom rated lifting capacity, and includes the weight of the lifting devices and auxiliary winch hookblock (100 kg), and must not exceed 5.0 t.
6. High-speed hoist down should only be used when only the hook block is being lowered. Also,sudden lever operations should be avoided.
7. The standard number of parts of line on the hook block for each boom length are as shown in thechart below.
However, when using other number of parts of line, the load per line must not exceed 4.38 t for mainwinch wire rope or 5.0 t for auxiliary winch wire rope.
Boom length 9.8 m 16.6 m 23.5 m 30.3 m 37.2 m 41.2 m 44.0 m Jib/single top
Number of parts of line
8 × 2 8 6 4 4 4 4 1
8. When using the jib, the wire rope number of parts of line is 1.
9. The lifting capacity in the over-side area differs depends on the extension width of the outriggers.Perform work within the capacity according to the extension width.
The lifting capacity for the over-front and over-rear areas is the rated lifting capacity of the"maximum outriggers extension," but the range (angle a) in the over-front and over-rear areasdepends on outrigger extension width in use.
10. Front special capacity canbe enabled when using a combination of maximum front outrigger extensions (7.8 m) and medium rear outrigger extension (5.38 m).
The over-front range (angle b) when using front special capacity differs depending on outrigger extension width.
Additionally, the over-side/over-rear lifting capability will be the standard capacity corresponding to the extension width of the outriggers.
Extension width
Middle extension
(7.6 m)
Middle extension
(7.2 m)
Middle extension
(5.38 m)
Middle extension
(4.18 m)
Minimum extension
(2.36 m)
Angle a° 45 40 30 20 10
Rear outrigger
Extension width
Maximum extension
(7.8 m)
Middle extension
(7.6 m)
Middle extension
(7.2 m)
Middle extension
(5.38 m)
Angle b° 45 45 45 40
- 20 -
2-(3) When on-rubber Unit (t)
When stopped When travelling (1.6 km/h or less)
Boom length 9.8 m boom 16.6 m boom 9.8 m boom 16.6 m boom
Load radius Front
360 degrees
Front 360
degrees Front
360 degrees
Front 360
degrees
3.5 m 8.95 3.9 8.7 3.6 7.45 3.2 7.25 3.0
4.0 m 7.75 3.0 7.5 2.65 6.45 2.45 6.25 2.2
4.5 m 6.7 2.2 6.45 1.9 5.6 1.8 5.4 1.55
5.0 m 5.85 1.6 5.6 1.3 4.85 1.3 4.65 1.05
5.5 m 5.1 1.05 4.85 0.75 4.2 0.85 4.0 0.6
6.0 m 4.4 0.6 4.15 0.5 3.65 0.5 3.45
6.5 m 3.85 3.6 3.15 2.95
7.0 m 3.05 2.55
8.0 m 2.2 1.8
9.0 m 1.45 1.2
10.0 m 0.85 0.7
A (°) 0 to 73 20 to 60 35 to 73 60 to 73 0 to 73 20 to 60 35 to 73 60 to 73
Standard hook block 35 ton hook block 35 ton hook block
A: Boom angle range (without load)
Precautions when on-rubber
1. The rated lifting capacities assume that the crane is set horizontally on firm ground, the tires are
at the standard pressure (900 kPa {9.00 kgf/cm2}) and the suspension cylinders are fully retracted,
and include the weight of the lifting devices and main winch hook block (340 kg) when working
with the boom.
The values above the thick line are based on the structural strength while those below are based
on the crane stability factor. When performing actual work, use after considering the ground and
operating conditions, etc.
2. The load radius is based on the actual figure including boom and tire deflection, so always use the
load radius as the standard.
3. The standard number of parts of line on the hook block for each boom length are as shown in the
chart below. However, when using other number of parts of line, the load per line must not exceed
4.38 t for main winch wire rope or 5.0 t for auxiliary winch wire rope.
4. Only perform crane operations in the front area while the AML "front position symbol" is lit.
The front area is when the boom is within 2° of the front of the carrier.
5. The rated lifting capacity for the single top is the value obtained by subtracting 240 kg from the
boom rated lifting capacity, and includes the weight of the lifting devices and auxiliary winch hook
block (100 kg), and must not exceed 5.0 t.
6. Do not perform high-speed unwinding with a boom longer than 16.6 m or a jib.
7. Perform pick and carry with the "drive mode selector" switch set to "6WD low speed traveling" and
the gearshift switch set to first gear.
8. Perform pick and carry with the slewing brake on, the load close to the ground so it will not swing,
and at a speed of 1.6 km or lower. In particular, abrupt steering, starting or braking must be
avoided.
9. Do not perform crane operations while performing pick and carry.
Boom length 9.8 m 16.6 m Single top
Number of parts 4 4 1
Approx. 2°
- 21 -
3. Working range chart
- 22 -
jib
jib
jib
boom
boomboom
boom
boom
boom
boom
Note 1. The above drawing does not include boom deflection.2. The above drawing shows outrigger maximum (7.8 m) extension.3. The dotted lines in the chart above indicate special over-front capacity.
Load radius (m)
Ligh
ting
heig
ht (m
)
4. D
IME
NS
ION
S
- 23 -
(Whe
el t
rack
) 2,3
30
(Whe
el t
rack
) 2,3
30
(Overall height) 3,750(Overall width) 2,780
(Ove
rall
leng
th) 1
2,76
5
(Whe
el b
ase)
4,0
00(W
heel
bas
e)
1,50
0(W
heel
bas
e)
1,50
04,
035
1,72
5
10,4
55
1,73
0
Min
.: 9,
800‒
Max
.: 44
,000
Min.: 2,360‒Max.: 7,800
* A
ML
exte
rnal
war
ning
lam
p, D
rum
mon
itorin
g ca
mer
a,
Mar
ker
lam
ps,
Pos
ition
lam
ps,
Rem
ote
cont
rol s
earc
hlig
ht
are
op
tiona
l eq
uip
men
t.
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