HYDRAULIC CRAWLER CRANE

HYDRAULIC CRAWLER CRANE Max. Lifting Capacity: 0 t x m Max. Crane oom Length: m Max. Long oom Length: 79. m Max. Fixed Jib Combination: + 30.5 m Max. Tower Jib Combination: 5.7 + 44. m

CONFIGURATION Long oom Max. Lifting Capacity: 4 metric ton x m Max. oom Length: 79. m Crane oom Max. Lifting Capacity: 0 metric ton x m Max. oom Length: m Fixed Jib Max. Lifting Capacity: metric ton x m Max. Combination: m + 30.5 m

CONTENTS Configuration Specifications 3 General Dimensions 5 oom and Jib Arrangements Crane oom Arrangements 7 Fixed Jib Arrangements 7 Tower Jib Max. Lifting Capacity: 0 metric ton x m Max. Combination: 5.7 m + 44. m Long oom Arrangements 8 Tower Arrangements 9 Tower Jib Arrangements 9 Working Ranges and Lifting Capacities Crane oom Working Ranges Crane oom Lifting Capacity Auxiliary Sheave Lifting Capacity for Crane oom 3 Long oom Working Ranges 4 Long oom Lifting Capacity 5 Auxiliary Sheave Lifting Capacity for Long oom 5 Fixed Jib Working Ranges 6 Fixed Jib Lifting Capacities 7 Tower Jib Working Ranges 9 Tower Jib Lifting Capacities Parts and Attachments 7

SPECIFICATIONS Power Plant Model: Hino diesel engine PC-UN Type: Water-cooled, direct fuel injection, with turbocharger Compiles with NRMM (Europe) Stage IIIA and US EPA Tier III. Displacement: 0.50 liters Rated Power: 47 kw at,000 min - {rpm} (ISO) Max. torque:,300 N m/,500 min - Cooling system: Liquid, recirculating bypass Starter: 4 V/ kw Radiator: Corrugated type core, thermostatically controlled Air cleaner: Dry type with replaceable paper element Throttle: Electric throttle control, twist grip type Fuel filter: Replaceable paper element atteries: Two V, 36 Ah/5HR capacity batteries, series connected. Fuel tank capacity: 400 liters Hydraulic System Four variable displacement piston pumps are driven by heavyduty pump drive. Two of variable displacement pumps are used in the main hook hoist circuit, auxiliary hook hoist circuit and each propel circuit. One of the other two pumps is used in the swing circuit. The other is used in the boom hoist circuit and third hoist circuit. Control: Full-flow hydraulic control system for infinitely variable pressure to front and rear drums, boom hoist brakes and clutches. Controls respond instantly to the touch, delivering smooth function operation. Cooling: Oil-to-air heat exchanger (plate-fin type) Filtration: Full-flow and bypass type with replaceable element Electrical system: All wiring corded for easy servicing, individual fused branch circuits. Max. relief valve pressure: Load hoist, boom hoist and propel system: 3.9 MPa {35 kgf/cm } Swing system: MPa {80 kgf/cm } Control system: MPa {7 kgf/cm } Reservoir capacity: 535 liters oom Hoisting System Powered by a hydraulic motor through a planetary reducer. rake: A spring-set, hydraulically released multiple-disc brake is mounted on the boom hoist motor and operated through a counter-balance valve. Drum lock: External ratchet for locking drum. Drum: Single drum, grooved for 0 mm dia. wire rope. Line speed: Single line on first drum layer Hoisting/Lowering: 48 to m/min Diameter of wire ropes oom guy line: 30 mm oom hoist reeving: parts of 0 mm dia.high strength wire rope oom backstops: Telescopic type with spring bumper Required for all boom lengths Load Hoist System Front and rear drums for load hoist powered by a hydraulic variable plunger motors, driven through planetary reducers. Negative rake: A spring-set, hydraulically released multipledisc brake is mounted on the hoist motor and operated through a counter-balance valve. (Positive free fall brake is optional item.) Drum lock: External ratchet for locking drum. Drums: Front drum: 666 mm P.C.D. x 67 mm Lg. wide drum, grooved for 6 mm wire rope. Rope capacity is 75 m working length and 350 m storage length. Rear drum: 666 mm P.C.D. x 67 mm Lg. wide drum, grooved for 6 mm wire rope. Rope capacity is 55 m working length and 350 m storage length. Note: Rope lengths listed above denote drum capacity and may differ from actual rope lengths supplied when machinery is shipped. Line speed: Single line on the first drum layer Hoisting/Lowering: 0 to 3 m/min Tower Jib Hoisting/Lowering: 60 to 3 m/min (Rear drum) Line Pull (Single-line): Rated line pull: 8 kn { tf} Swing System Swing unit is powered by hydraulic motor driving spur gear through planetary reducer, the swing system provides 360 rotation. Swing brakes: A spring-set, hydraulically released multipledisc brake is mounted on swing motor. Swing circle: Single-row ball bearing with an integral internally cut swing gear. Swing lock: Manually, four position lock for transportation Swing speed:. min - {rpm} Upper Structure Torsion-free precision machined upper frame. All components are located clearly and service friendly. Engine with low noise level. Counterweight: ton 3

Cab & Control Totally enclosed, full vision cab with safety glass, fully adjustable, high backed seat with a head-rest and armrests, and intermittent wiper and window washer (skylight and front window). Cab fittings: Air conditioner, convenient compartment (for tool), cup holder, ashtray, cigarette lighter, sun visor, roof blind, tinted glass, floor mat, foot-rest, shoe tray Controls: Four adjustable levers for front drum, rear drum, boom drum and swing controls Lower Structure Steel-welded carbody with axles. Crawler assemblies are designed with quick disconnect feature for individual removal as a unit from axles. Crawler belt tension is maintained by hydraulic jack force on the track-adjusting bearing block. Crawler drive: Independent hydraulic propel drive is built into each crawler side frame. Each drive consists of a hydraulic motor propelling a driving tumbler through a planetary gear box. Hydraulic motor and gear box are built into the crawler side frame within the shoe width. Crawler brakes: Spring-set, hydraulically released parking brakes are built into each propel drive. Steering mechanism: A hydraulic propel system provides both skid steering (driving one track only) and counter-rotating steering (driving each track in opposite directions). Track rollers: Sealed track rollers for maintenance-free operation. Shoes (flat): 60 shoes, 90 mm wide each crawler Max. travel speed:.3/0.9 km/h Max. gradeability: 30% Weight Including upper and lower machine, ton counterweight, basic boom (or basic tower + basic tower jib), hook, and other accessories. Specification Weight Ground pressure Crane boom Approx. 0 ton, 94 kpa {0.96 kgf/cm } Tower Jib Approx. 30 ton, 0 kpa {.04 kgf/cm } Attachment oom and Jib: Welded lattice construction using tubular, high-tensile steel chords with pin connections between sections. oom and Jib Length Min. Length Max. Length (Min. Combination) (Max. Combination) Crane oom 5. m m Long oom m 79. m Fixed Jib 4.4 m +. m m + 30.5 m Tower Jib 30.4 m +.9 m 5.7 m + 44. m Main Specifications (Model: 70-F) Crane oom Max. Lifting Capacity Max. Length Long oom Max. Lifting Capacity Max. Length Fixed Jib Max. Lifting Capacity Max. Combination Tower Jib Max. Lifting Capacity Max. Combination Tower Angle Main & Aux. Winch Max. Line Speed Rated Line Pull (Single-line) Wire Rope Diameter Wire Rope Length rake Type Free-Fall rake Type 0 t/ m m 4 t/ m 79. m t/ m m + 30.5 m 0 t/ m 5.7 m + 44. m 60 ~ 90 0 m/min (st layer) 8 kn { tf} 6 mm Crane 75 m (Main) 55 m (Aux.) Tower 90 m (Main) 45 m (Aux.) Spring set hydraulically released multiple disc brake(negative) Wet-type multiple disc brake (Optional) Working Speed Swing Speed. min - {rpm} Travel Speed.3/0.9 km/h Power Plant Model Hino PC-UN Engine Output 47 kw/,000 min - {rpm} Fuel Tank Capacity 400 liters Hydraulic System Main Pumps 4 variable displacement Max. Pressure 3.9 MPa {35 kgf/cm } Hydraulic Tank Capacity 535 liters Weight Operating Weight* Approx. 0 t Ground Pressure* 94 kpa {0.96 kgf/cm } Counterweight t Transport Weight** Approx. 36.8 t * Including upper and lower machine, ton counterweight, basic boom, hook, and other accessories. ** ase machine with boom base, gantry, carbody, lower spreader and upper spreader. Units are SI units. {} indicates conventional units. 4

GENERAL DIMENSIONS Crane oom (Unit: mm ) 4,035,080 6,530,400 7,885 R4,950 940 Crane oom Length: 5. m - m 4,00 3,00,600 3,570,340,00 3,580,55 480 6,890 90 7,895 6,30 Limit of Hook Lifting L Hook L L' 0 t hook m 70 t hook m Hook L' 35 t hook m t ball hook 4. m 5

Tower Jib (Unit: mm ) 5 75 Jib Offset Angle is Limited. (Over 5 ) Tower Jib Length:.9m - 44.m Tower Length: 30.4m - 5.7m Tower Angle (60 90 ),55,400 6

OOM AND JI ARRANGEMENTS Crane oom Arrangements oom length m (ft) oom arrangement oom length m (ft) oom arrangement 5. (50) (60).3 (70) T T T T 6. T 4.7 (40) 45.7 (50) 6. 6. 6. 6. T T T T T T 4.4 (80) 6. T T 4 (60) 6. 6. 6. T T 6. T T 7.4 (90) 6. 6. T T 5.8 (70) 6. T T 6. 6. 6. T 30.5 (00) 6. T 54.9 (80) T T 6. 6. T 33.5 (0) 6. T T 57.9 (90) 6. 6. T 6. T 36.6 (0) 6. 6. 6. T T (00) 6. 6. T 6. T T 39.6 (30) 6. 6. 6. T T T Symbol T 6. oom Length m m m m 6. m m Remarks oom ase oom Top Tapered oom Insert oom Insert oom Insert oom mark shows the guy line installing position when the fixed jib is used. Indicates the most flexible combination of insert booms, which can be modified to form all shorter boom arrangements. Fixed Jib Arrangements Jib Guy Line: 6 mm Fixed Jib Crane boom length Jib length m (ft) Jib arrangement Jib offset angle Jib Offset Angle: 0 or 30.(40) T 30 oom Link 4.4 m m (60) 4.4 (80) 30.5 (00) 6. T 6. 6. 6. 6. 6. T T 0 30 0 30 0 30 Symbol T 6. Jib Length m m m 6. m Remarks Jib ase Jib Top Insert Jib Insert Jib The jib length of. m is based on the only setting of 30 degrees offset. 7

Long oom Arrangements oom length m (ft) Long oom arrangement (00) T 6. 6. T A 6 (0) 6. 6. T A 67. (0) 6. 6. T A 70. (30) 6. 6. T A 6. 73. (40) 6. 6. T A 6. 76. (50) 6. 6. T A 79. (60) 6. T 6. A 6. Symbol 6. T A 6. Long oom Length m m m 6. m m m m m 6. m m Remarks oom ase Tower Jib Top Insert oom Insert oom Insert oom Tapered oom Relay Jib Tower Insert Jib Tower Insert Jib Tower Insert Jib Indicates the most flexible combination of insert long booms, which can be modified to form all shorter long boom arrangements. 8

Tower Arrangements Tower length m (ft) Tower arrangement Tower Jib Arrangements Jib length m (ft) Jib arrangement 30.4 (00) A Rail for spreader of upper tower jib C.9 (75) 6. A T 6. 3 (0) A A 6. C C (85) A 6. T A T 36.5 (0) A 6. A C C (95) A 6. A 6. 6. T T A T 39.5 (30) A 6. A C C A 6. T 4.5 (40) A A 6. C C (05) A 6. T A T 4 (50) A 6. C 35. (5) A 6. A T T 48.6 (60) A 6. 6. A 6. C C 38. (5) A 6. A 6. 6. T T 5.7 (70) A 6. 6. C A T Symbol C 6. A Tower Length m.4 m m 6. m m m Remarks oom ase Tower Cap Insert oom Insert oom Insert oom Special Insert oom for Tower Indicates the most flexible combination of insert tower booms, which can be modified to form all shorter tower boom arrangements. A should be basically used in tower, and it may be also used as insert boom for crane. 4. (35) 44. (45) Symbol T A 6. A 6. 6. A 6. T A 6. Tower Jib Length 6. m m m m 6. m m Remarks Tower Jib ase Tower Jib Top Relay Jib Tower Insert Jib Tower Insert Jib Tower Insert Jib Indicates the most flexible combination of insert tower jibs, which can be modified to form all shorter tower jib arrangements. mark indicates position where cable rollers attached T T Tower and Jib Combinations and Allowable Tower Angle Jib length Tower length.9 m Hook 30.4 m 3 m 36.5 m 39.5 m 4.5 m 90-60 90-60 m m m 35. m 38. m 4. m 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 90-60 44. m Pillow plate 4 m 90-60 90-60 90-60 90-60 90-60 90-60 90-70 48.6 m 90-60 90-60 90-60 90-60 90-60 90-70 90-70 90-70 5.7 m 90-60 90-60 90-60 90-60 90-70 90-70 90-70 90-70 Need 35 ton hook all hook 9 : Available : Not available

Hook locks A range of hook blocks can be specified, each with a safety latch. Hooks Weight (kg) No. of sheaves No. of lines and max. rated loads (tons) 3 4 5 0-ton,700 5 - - - 4 60.0 70-ton,00 3-3 4 60.0 35-ton 900-3 - - -ton ball hook 450 0 - - - - Hooks Weight (kg) No. of sheaves No. of lines and max. rated loads (tons) 6 7 8 9 0 0-ton,700 5 8 9 0 70-ton,00 3 70.0 - - - - 35-ton 900 - - - - - -ton ball hook 450 0 - - - - - Symbols for Attachments: Crane oom Auxiliary Sheave for Crane oom Long oom Auxiliary Sheave for Long oom Fixed Jib Tower Jib 0

WORKING RANGES AND LIFTING CAPACITIES Crane oom Working Ranges 80 75 70 65 60 55 50 m OOM 57.9m OOM 54.9m OOM 5.8m OOM 45 64 60 56 4m OOM 45.7m OOM 4.7m OOM 39.6m OOM 40 35 5 48 44 36.6m OOM 33.5m OOM 30.5m OOM 7.4m OOM 4.4m OOM.3m OOM m OOM 5.m OOM 30 40 36 3 8 4 0 6 Height above ground (m) 4 8 6 0 4 8 3 36 40 44 48 5 56 Center of rotation.4m.53m Radius from center of rotation (m) NOTES:. Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc.. Ratings in metric tons for 360 working area. 3. Operating radius is the horizontal distance from center of rotation to a vertical line through the center of gravity of the load. 4. Weight of hook block(s), slings and other load handling accessories is included in rated load. Their total weight must be subtracted from rated load to obtain weight that can be lifted. 5. Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions out-of-level, operating speeds or any other condition that could be detrimental to the safe operation of this equipment. Operator, therefore, has the responsibility to judge the existing conditions and reduce lifted loads and operating speeds accordingly. 6. Ratings are for operation on a firm and level surface. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. oom inserts and guy lines must be arranged as shown in the Operator's Manual. 9. oom hoist reeving is part line. 0. Gantry must be in raised position for all conditions.. oom backstops are required for all boom lengths.. Ratings shown in are determined by the strength of the boom or other structural component. 3. Instruction in the Operator's Manual must be strictly observed when operating the machine. 4. Crane boom ratings: Deduct weight of main hook block, slings, and all other load handling accessories from crane boom ratings shown. 5. Auxiliary sheave ratings for crane boom: Deduct weight of ball hook, slings, and all other load handling accessories from auxiliary sheave ratings shown. 6. Crane boom lengths for auxiliary sheave mounting are 5. m to m. 7. Crane boom ratings with auxiliary sheave: Deduct 0.8 ton from crane boom ratings shown. Minimum rated loads must exceed.0 ton.

Crane oom Lifting Capacity Unit: metric ton Counterweight: t Working radius (m) oom Length (m) 4.5.0 3 3 3 4 Working radius (m) oom Length (m).0 3 3 3 4 4 4 5 5 5..3 4.4 4.5 m/ 00.0 85.7 73.7 6.5 40.6 3 4.9 m/ 0 5.8 0.9 m/3. 30..0 8.9 6.5 4.5.9 0.3 8.5 7.7 6.4 46.5 m/4.9 3 5. m/0 99.8 8 73.6 40.5 m/4.5 9 54.9.4 m/ 7.9 5.8.8 8.7.7.3 0. 8. 6.8 6. 5.7 5. 4.7 49. m/4. 3 m/9 94.9 8 73.5 6. 40.3 3.6 3.3 0.3 0. m/0. 8 57.9 4.9.6 8.6 6. 4..5. 8. 6.6 4. 3.7 5.8 m/3.3 3 6. m/8 8.5 73.5 6. 5. 40. 3.5 7. 3. 0..8 m/7. 7.5 m/ 3.5.8.4 8.5 4..4.0 9.9 8.9 7. 6.5 4.9 4.4 3.9 3.5 3..7 54.4 m/.7 7.4 m/7 73.7 5. 3.3 m/4.5 7 oom Length (m) Working radius (m).0 3 3 3 4 4 4 5 5 30.5 7. m/66.4 64.7 60.9 3.3.9 9.9 3.9.6 6 33.5 7.7m/5 58.9 57. 39.9 3. 6.8.8 9.8 7.4.5.3 30.7 m/.0 5 36.6 8. m/53.6 5. 39.7 6.6.6 9.5 7. 5... 0. 33.3 m/9.5 5 39.6 m/4 4 46.8 39.7 3.9 6.5.5 9.5 7. 5. 3.5..0 8.4 4 4.7 m/43.5 4.8 39.5 6.4.4 4.9 3.3 0.8 9.8 8.9 8. 38.6m/7.4 4 45.7 9.8 m/39.6 39.5 3 3.6 6.. 4.7 3..7 0.6 9.6 8.7 4. m/6.4 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P. 4 4 0.4 m/3 34.7 3.6 6.. 6.6 4.7.7 0.5 9.5 8.6 7.9 7. 6.6 6. 43.9 m/ 3 oom Length (m) Working radius (m) 4.5.0 3 3 3 4

Auxiliary Sheave Lifting Capacity for Crane oom (Without Main Hook) Working radius (m) oom Length (m) 4.5.0 3 3 3 4 Working radius (m) oom Length (m).0 3 3 3 4 4 4 5 5 5..3 4.4 m/ 6.m/ 4.m/.4 0. 9. 5.8 45.m/ 5.8m/ m/ 5.8.6m/. 8. 7.4 6. 5. 4.7 47.9m/ m/.5m/ 54.9.m/.0 9.8 7.9 7. 6.5 4.9 4.4 3.7 50.5m/3.6 m/ 4.m/ 57.9.7m/ 0.8 9.7 8.7 5.7 5. 4.7 53.m/.7 7.4 7.4m/ m/ 3.m/ 9.6 8.6 7.7 6. 5. 4. 3.6 3..8.4 55.8m/.0 30.5 7.9m/ m/ oom Length (m) Working radius (m).0 3 3 3 4 4 4 5 5 33.5 8.4m/.0 0. 36.6 39.6.9 0.8 9.8 8.9 34.7m/8.6 9.5m/.8 9.7 8. 3m/ 4.7.7 0.5 9.5 8.6 7.9 7. 39.9m/ 45.7 0.6m/.4 0.3 8.4 7.7 6.4 m/5.8 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P. oom Length (m) Working radius (m) 4.5.0 3 3 3 4 Unit: metric ton Counterweight: t 3

Long oom Working Ranges 80 75 70 65 60 55 79.m OOM 76.m OOM 73.m OOM 50 80 76 70.m OOM 67.m OOM 7 6m OOM 45 68 m OOM 64 60 40 56 5 35 48 30 44 40 36 3 Height above ground (m) 6 0 4 8 3 36 40 44 48 5 56 60 64 Center of rotation.4m.53m Radius from center of rotation (m) NOTES:. Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc.. Ratings in metric tons for 360 working area. 3. Operating radius is the horizontal distance from center of rotation to a vertical line through the center of gravity of the load. 4. Weight of hook block(s), slings and other load handling accessories is included in rated load. Their total weight must be subtracted from rated load to obtain weight that can be lifted. 5. Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions out-of-level, operating speeds or any other condition that could be detrimental to the safe operation of this equipment. Operator, therefore, has the responsibility to judge the existing conditions and reduce lifted loads and operating speeds accordingly. 6. Ratings are for operation on a firm and level surface. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. oom inserts and guy lines must be arranged as shown in the Operator's Manual. 9. Gantry must be in raised position for all conditions. 0. oom backstops are required for all boom lengths.. Ratings shown in are determined by the strength of the boom or other structural component.. Instruction in the Operator's Manual must be strictly observed when operating the machine. 3. Long boom ratings: Deduct weight of hook block, slings, and all other load handling accessories from long boom ratings shown. 4. Auxiliary sheave ratings: Deduct weight of ball hook, slings, and all other load handling accessories from auxiliary sheave ratings for long boom shown. 5. Long boom lengths for auxiliary sheave mounting are m to 76. m. 4

Long oom Lifting Capacity Unit: metric ton Counterweight: t Working radius (m) oom Length (m).0 3 3 3 4 4 4 5 5 5 60.0 6 6 6 67..3 m/.8 9.7 3.7.3. 0. 9. 8.4 7. 6.6 6. 5.7 4.9 54.4m/4..8m/.6 9.5 7. 5. 3.5. 0.9 9.9 6.4 5. 4.7 4.4 4. 5 m/3.6 3.3 m/.5 9.5 0.8 9.8 8.9 8. 5.8 3.9 3.7 59.7 m/3. 70. 3.9 m/.5 0.8 9.8 8.9 8. 6.8 5.8 4.9 4. 3.9 3.6 3.3.8 m/.7 73. 4.4m/. 0.9 9.5 4.9 3.3.9 9.7 7.4 6. 5.7 5. 4.8 4.5 4. 3.5 3..9.6.4 64.9 m/. 76. 4.9 m/8.7 7.9 5.7 4.8 3..7 0.6 9.5 8.7 7.9 7. 6.6 5. 4.7 3.6 3.3.9.6.4. 79. m/ 4.8 3.9 3..3.7. 0.5 9.5 8.6 7. 6.5 3.9 3.5 3..9.6.3.0 oom Length (m) Working radius (m).0 3 3 3 4 4 4 5 5 5 60.0 6 6 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P4. Auxiliary Sheave Lifting Capacity for Long oom (Without Main Hook) Unit: metric ton Counterweight: t Working radius (m) oom Length (m).0 3 3 3 4 4 4 5 5 5 60.0 6 6 6 67..9m/ 0.8 9.8 8.9 8. 5.8 55.m/3.7 m/.8 0.6 9.6 8.7 6. 5. 4.8 4.4 4. 3.5 5m/3..7 0.5 9.5 8.6 7.9 7. 6.6 5. 4.7 3.6 3..8 60.4m/.7 70. 4.5m/.7 0.5 9.5 8.6 7. 6.5 3.9 3.6 3.3.7.5 6m/.4 73. m/.6 0.4 8.5 7.7 7. 6.4 4.9 4.5 4. 3.5 3..9.6.3. 76. m/.4 0.3 9. 8.4 5.7 5. 4.8 4.4 3.7 3.3.6.3. oom Length (m) Working radius (m).0 3 3 3 4 4 4 5 5 5 60.0 6 6 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P4. 5

Fixed Jib Working Ranges Jib Offset Angle: 0,30 0 30 m OOM + 30.5 m JI m OOM + 4.4 m JI m OOM + m JI m OOM +. m JI 9 88 84 80 76 7 68 64 4.4 m OOM + 30.5 m JI 4.4 m OOM + 4.4 m JI 4.4 m OOM + m JI 4.4 m OOM +. m JI 80 60 56 5 48 44 40 36 3 8 4 Height above ground (m) 0 30 4 8 6 0 4 8 3 36 40 44 48 5 56 60 64 68 Center of rotation.4m.53m Radius from center of rotation (m) NOTES:. Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc.. Ratings in metric tons for 360 working area. 3. Operating radius is the horizontal distance from center of rotation to a vertical line through the center of gravity of the load. 4. Weight of hook block(s), slings and other load handling accessories is included in rated load. Their total weight must be subtracted from rated load to obtain weight that can be lifted. 5. Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions out-of-level, operating speeds or any other condition that could be detrimental to the safe operation of this equipment. Operator, therefore, has the responsibility to judge the existing conditions and reduce lifted loads and operating speeds accordingly. 6. Ratings are for operation on a firm and level surface. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. oom/jib inserts and guy lines must be arranged as shown in the Operator's Manual. 9. Gantry must be in raised position for all conditions. 0. oom backstops are required for all boom lengths.. Ratings shown in are determined by the strength of the boom or other structural component.. Instruction in the Operator's Manual must be strictly observed when operating the machine. 3. Fixed jib ratings: Deduct weight of jib hook block, slings, and all other load handling accessories from jib ratings shown. 4. Crane boom lengths for fixed jib mounting are 4.4 m to m. 5. The jib length of. m is based on the only setting of 30 degrees offset. 6

Fixed Jib Lifting Capacities (Without Main Hook) Jib Offset Angle: 0 Unit: metric ton Counterweight: t oom length (m) 4.4 30.5 36.6 4.7.0 3 3. m/.8.0 9.7 8.7 m/ 4.4 m/ 6.4 4 4 m/5. 30.5 3.3 m/ 4.4 m/ 6.4 m/ 3.9 3.7 3..9.7.9 8.5 4 m/ 6.8.6 5. 5 5 6 30.5 m/ 3.9 3.6 3.3 3..9.7.6 5 m/.5 4.4 m/ 9.6 8. 5. 4.4 6.4 m/ 7.9 7. 6.6 6. 4.7 5 m/4.5 30.5 8.5 m/ 3.5 3.3 3..9.7.6 60.0 m/.5 m/. 6.6 5.7 4.9 4. 5 m/3.9 4.4 m/ 7.9 7.4 6.5 6. 5. 4.4 3.9 60.0 m/3.6 oom length (m) 30.5 9.6 m/.0 3 3.7 3 3. 4.9 5.7 5.6.5 6 oom length (m) 4 54.9.0 3 3 4 5 5 6.5 m/ 0.9 8.9 7.4 6. 4.5 3. 60.0 m/.9 4.4 8.6 m/ 7.9 7. 6.8 6.4 4.8 4. 3.5.9 6.4 30.5 m/ 4.4 9.6 m/ 0.6 m/ 3.6 3..9.7.5.7 0.5 8.6 7. 4.9 4. 3.3.6. 7.9 7.4 6. 5. 4.4 3.7.4 6 m/. 70.0. 30.5.7 m/ 3.7 3.5 3.3 3..5.0 8.6 m/.4 0. 8. 4.5 3.6.8. 4.4 0.7 m/ 7. 4.9 4. 3..5 60.0 m/. oom length (m) 30.5.8 m/.0 3 3 3.9 3.7 4 3.5 3.3 5.7 5. 6 70.0 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P6. The jib length of. m is based on the only setting of 30 degrees offset. 7

Jib Offset Angle: 30 Unit: metric ton Counterweight: t oom length (m) 4.4 30.5 36.6 4.7.0 3. m/ 7.7 m/ 8.7 3 7. m/ 4.4.7 m/ 5.8 5.7 5. 4 4.7 5 5 6 30.5. 4.9 m/ m/ m/.9.7.6.5.4 m/.4 9.9 8.4 m/ 8.9 8. 7. 6.5 4.4.7 m/ 5.8 5. 4.8 m/4.7 30.5 6.6 m/.8.7.6.5.4.4. m/ 9.6 8. 4 m/ 9.9 m/ 8.6 6. m/ 4.4 m/ 5.7 5. 4.8 5 m/ 30.5. m/ 0.9 m/ 7.7 m/.9.8.7.6.5.4.4 6.6 4.8 5. 4.4 5 m/4. 4.4 4.8 m/ 5.8 5. 3.5 oom length (m) 30.5.0 m/ 3 3.8.7 4.6.5 5.5 5.4.4 6 oom length (m). 8.m/.0 3 3 6. 4 5. 4.4 5 3.7 5 5 m/ 6 70.0 4 54.9 4.4 m/ 5.7 5.7 4.8 5. 4. 4.4 3.5 3.7.8 3..6 6 m/.3 30.5. m/ m/ 9.8 m/.9.8.7.6.5.5.4.3. 8.7 7. 4.9 4. 3..5 60.0 m/. 7.7 6.4 4.5.4 6 m/. 4.4 m/ 5.8 4.8 4..7. 30.5 30.9 m/.8.7.6.6.5.4. 0. m/ 8.4 6.8 3.6.8.0 4. m/ 7.4 6. 5. 4..6.0 6 m/. 4.4 5.7.3 6 m/.0 oom length (m) 30.5.0 3.9 m/ 3 3.9 4.8.7 5.6 5.5.0 6 70.0 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P6. The jib length of. m is based on the only setting of 30 degrees offset. 8

Tower Jib Working Ranges Tower Length: 39.5m 90 85 35. m JI 75 65 80 m JI 75 m JI m JI 55 70.9 m JI 45 65 60 5.8m 5 55 5 50 90 5 45 40 35 30 5 Height above ground (m) 80 70 0 60 5 0 5 Center of rotation.4m 5 0 5 0 5 30 35 40 45.53m Radius from center of rotation (m) 50 55 60 0 65 NOTES:. Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc.. Ratings in metric tons for 360 working area. 3. Operating radius is the horizontal distance from center of rotation to a vertical line through the center of gravity of the load. 4. Weight of hook block(s), slings and other load handling accessories is included in rated load. Their total weight must be subtracted from rated load to obtain weight that can be lifted. 5. Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions out-of-level, operating speeds or any other condition that could be detrimental to the safe operation of this equipment. Operator, therefor, has the responsibility to judge the existing conditions and reduce lifted loads and operating speeds accordingly. 6. Ratings are for operation on a firm and level surface. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. Tower/tower jib inserts and guy lines must be arranged as shown in the Operator's Manual. 9. Tower jib hoist reeving is 8 part line. 0. Gantry must be in raised position for all conditions. 9

Tower Length: 5.7m 44. m JI 4. m JI 38. m JI 75 65 00 95 35. m JI m JI m JI 55 90 85 m JI.9 m JI 45 80 5 75 5 70.8m 5 65 5 60 55 90 50 45 40 35 30 Height above ground (m) 5 80 70 0 60 5 0 5 Center of rotation.4m 5 0 5 0 5 30 35 40 45 50 55.53m Radius from center of rotation (m) 60 65 70 75 0. Tower and tower jib backstops are required for all tower and tower jib combinations.. Ratings shown in are determined by the strength of the tower or other structural component. 3. When erecting and lowering the tower length of 5.7 m, the pillow plate for erection must be placed at the end of crawlers. 4. Instruction in the Operator's Manual must be strictly observed when operating the machine. 5. Tower jib ratings: Deduct weight of hook block, slings, and all other load handling accessories from tower jib ratings shown. 0

Tower Jib Lifting Capacities 30.4 m Tower Length 30.4.9 Tower angle 90 80 70 60 90 80 70 60.0 8.7 6.6 3.3 9.9 m/7. 8.4 m/.5 6.8 m/. 0. m/ 8.7 6.6. 9.5 9.7 m/5..5 8.6 m/0.4 m/6. 30.6 m/ 3 34.5 m/8.5 33.5 m/7.7 3 3 m/8.4 7.9 3 m/7.7 3 38.6 m/7.7 40.3 m/ 6.4 4 43. m/6. Tower angle.0 3 3 3 4 Unit: metric ton Counterweight: t 3 m Tower Length Tower angle.0 3 3 3 4 4 4 3.9 90 80 70 60 90 80 70 60 90 80 70 8.7 6.6 m/7. 8.9 m/5.8.5 3. m/9.5 7.9 m/ 3 m/8. 6.6 4.8 m/6. 0. m/ 8.7 6.6.3 9.7 m/6. 0. m/4.8.5 8.6 34. m/8. 9.6 m/0. 39.6 m/ 38. m/ 6.4 6. 5.7 44.8 m/.0 m/ 8.7 6.6.5. 3. m/.5 m/3.9.5 3 m/ m/9.5 7.4 m/6.8 60 40.3 m/ 5.8 5. 47.7 m/ Tower angle.0 3 3 3 4 4 4 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the tower or other structural components. Refer to notes P9 and P0.

Unit: metric ton Counterweight: t 36.5 m Tower Length Tower angle.0 3 3 3 4 4 4 5 36.5.9 90 80 70 60 90 80 70 60 90 80 70 8.7 6.6 3.5 0. m/ m/.5 3.7 m/ 8.9 m/0.3 37.7 m/7.9 3 m/6.8 6.6 6. 5.8 43.3m/ 0. m/ 8.7 6.6.4 9.8 m/ 0.7 m/4.4.5 3 m/8. 30.7 m/9.7 7. 40.7 m/7. 39.7 m/6. 5.7 4 m/.0 m/ 8.7 6.6.5. 9. 7. 3.m/.5 3 m/7. m/9. 8.7 8. 7.7 7. 43.6m/ 60 90 80 70.8m/ 9.6 8.6 6.6.5 0. 8.6 34.m/ 3.3 m/.8.5 34. m/8.6 4.9 m/ 5. 4.9 40.5 m/6. 6.6 6. 46.5 m/5.7 49. m/4.4 7. 60 4.7 5. m/ Tower angle.0 3 3 3 4 4 4 5 39.5 m Tower Length 39.5.9 35. Tower angle 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 90 80 70 60 Tower angle 8.7 6.6 0. m/ 8.7 6.6.0 m/ 8.7 6.6.8 m/ 9.6 8.6 6.6.5 m/6.5 5.7. m/4. 4.9.0.5 m/3.3 m/.6.0 0..5.4.5.5.5.5.5.5 5. m/.9 m/7.4 9.8.3 0. m/ 3.7 m/ 7. 8.6 9. 3. m/ 33.5 m/8.6 3 3. m/ 8.7 8.6 8.4 35. m/ 3 3 3 8. 3 m/ 35. m/8. 7.9 34. m/4.7 7.7 7. 5. 37. m/4. 3m/7.4 3 3 3 m/ 5.7 4.7m/6.5 4. m/ 5. 38. m/7. 6.4 4 m/4.7 7.4 4.0 m/6. 6.8 7. 4 5. 4.7 4m/ 4 4 4 5 5 5 44.9 m/4.8 4.7 4 m/4.4 4 m/ 4.5 50.8m/3.9 4 m/ 4. 3.9 3.7 53.7 m/3.5 5. 4.9 50.5 m/4.8 47.7m/ 3.6 3. 56.6 m/3. 4 4 5 5 5 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the tower or other structural components. Refer to notes P9 and P0.

4.5 m Tower Length 4.5.9 Tower angle 90 80 70 60 90 80 70 60 90 80 70 60.0 3 3 3 4 4 4 5 8.7 6.6 0.3 m/ 0.5 m/.5 3.7 m/ 3.0 m/9.5 8.4 39.8 m/6.8 40.6 m/5. 4.7 4.4 46.4 m/ 0. m/ 8.7 6.6.5 9.9 7. m/6.4.8 m/3.7.5 35.7 m/8. 3.7 m/8.7 8. 7.7 7. 4.7 m/6. 4.8 m/ 4.5 4. 4 m/3.9.0 m/ 8.7 6.6.5.3 7. 3. m/ 3. m/.9.5 38.6 m/7. 34.5 m/ 7. 6.6 6. 5.8 45.7 m/ 44.9 m/4. 4. 3.9 3.7 3.5 m/ Counterweight: t Unit: metric ton Tower angle.0 3 3 3 4 4 4 5 4.5 35. 38. Tower angle 90 80 70 60 90 80 70 60 90 80 70.0 3 3 3 4 4 4 5 5 5 60.0.8 m/ 9.5 8.5 6.6.5 0.3 8.7 5. 34. m/4.7 4.4 m/. 4.5 m/6. 36. m/7.4 6.8 6.5 6. 5.7 48.6 m/4.9 47. m/ 3.7 3.6 3. 55. m/.5 m/6.5 6. 5.7 4.8.5 37. m/4. m/.7 7. 6. 44.5 m/ 6.8 6.4 4.7 m/4.4 49.m/ 3.3 3..9.8 58. m/.7 3.3 m/ 3..7.3.9.6. 0.5 9.6 8.5 7.4 5. 3.7 40. m/3.5 m/. 7. 47.4 m/4.7 39.7 m/ 6. 5. 4.9 4. 54.5 m/ 60 m/3. 3..8.6.5 6. m/.4 Tower angle.0 3 3 3 4 4 4 5 5 5 60.0 3 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the tower or other structural components. Refer to notes P9 and P0.

Unit: metric ton Counterweight: t 4 m Tower Length Tower angle.0 3 3 3 4 4 4 5 5 5 4.9 90 80 70 60 90 80 70 60 90 80 70 8.7 6.6 0.3 m/.0 m/4..5 33. m/ 8.7 6.5 40.8 m/ 4. m/4.4 4. 47.9 m/3.9 0. m/ 8.7 6.6.5 9.9 7. m/6.4.3 m/.5 36. m/8. 3 m/ 7.4 6.4 4 m/ 4 m/ 3.9 3.7 3.5 50.9 m/.0 m/ 8.7 6.6.5.3 7. 3. m/ 3.6 m/.7.5 3 m/7. 3m/7.4 7. 6.8 5. 4 m/ 60 90 80 70.8m/ 9.5 8.5 6.6.5 0.3 8.7 5. 34.m/4.8 4.9 m/ 3 m/6.8 6.5 6. 6.5 5.8 4. m/6. 46.4 m/3.6 3.5 3. 5 m/ 5. 4.8 49.7 m/4.4 60 48.6 m/3.3 3. 3..9.7 5 m/.6 Tower angle.0 3 3 3 4 4 4 5 5 5 4 35. 38. 4. Tower angle 90 80 70 60 90 80 70 60 90 80.0.5 m/6.5 6. 5.7 5. 4.8.5 3.3 m/ 3.3 3..7.3.9.6 4. m/ 0.5 0. 9.8 9.5 9. 3 3 3 4 4 4 5 5 5 60.0 6 8. 37. m/4. 6. m/.4 3 m/. 0.5 9.6 8.5 7.4 5. m/0.9 8.9 8.6 6.8 6. 8.7 m/9.8 9.6 40.8 m/5.7 5. 7. 5.7 40. m/3.5 7. 4. 7. 6.8 5. 4 m/3. 6.6 4 m/ 5. 6. 4.9 6. 4.8 4.7 5.8 4.5 50.7 m/ 4.4 5. 4..9 4. m/.7 50.9 m/ m/3.9.8 3.9.6.7 5 m/.5.5.4 59.7 m/.3.. 6.6 m/.0 70 4.5 m/ 4.8 4.5 3.5 3.3 58.5 m/3. Tower angle.0 3 3 3 4 4 4 5 5 5 60.0 6 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the tower or other structural components. Refer to notes P9 and P0. 4

Unit: metric ton Counterweight: t 48.6 m Tower Length Tower angle.0 3 3 3 4 4 4 5 5 5 60.0 48.6.9 90 80 70 60 90 80 70 60 90 80 70 8.7 6.6 0.4 m/.5 m/3.9.5 3 m/ 33. m/ 7. 4.9 m/5.8 43.7 m/ 3.7 4 m/3. 0. m/ 9.8 8.7 6.6.5 7. m/6.4.8 m/3..5 3 m/8. 34.8 m/7.4 6.6 6. 5.8 44.8 m/5. 45.8 m/ 3.3 3..9 m/.8.0 m/ 9.5 8.9 6.6.5.4 3. m/ 4. m/.4 39.7 m/7. 36.6 m/6.8 4 m/4.5 60 90 80 70.8m/9.9 9.9 8.6 6.5.5 m/.8 0.3 8.7 7. 5. 34.m/4.8 3 m/6. 5.8 m/6. 5. 4.9 3..8.6 50.7 m/ 5 m/.4 60 50. m/.7.6.5.4. 5 m/. Tower angle.0 3 3 3 4 4 4 5 5 5 60.0 48.6 35. 38. 4. Tower angle 90 80 70 60 90 80 70 90 80.0 3 3 3 4 4 4 5 5 5 60.0.5 m/6.5 6. 5.7 5. 4.8.5 8. 37. m/4. m/. 7. 6.5 4 m/ 40. m/5.7 5. 4.8 4.5 4. 53.7 m/3.5 m/.4.3...0 3.3 m/ 3.3 3..7.3.9. 0.5 9.6 8.5 7.4 5. 40. m/3.5 6.5 48.5 m/4.7 4.8 m/5. 5. 4.7 4.4 4. 3.6 56.6 m/3.3 4. m/ 0.5 0. 9.8 9.5 9. 8.9 8.6 6.8 6. 5. 4. 4 m/3. m/9.8 9.6 9. 6.8 6.4 5. m/ 6 70 43.6 m/4.8 4.7 3.7 3.5 3.3 59.6 m/.8 90 4.9 m/ 8.9 8.6 7.7 7.4 7. 6.4 5. 4.8.8 44. 80 30.6 m/ 7. 6. 5.8 5. 4.7 54.4 m/ 70 4 m/4.4 4. 3.9 3.6 3..9.7.5 6.5 m/.4 Tower angle.0 3 3 3 4 4 4 5 5 5 60.0 6 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the tower or other structural components. Refer to notes P9 and P0. 5

Unit: metric ton Counterweight: t 5.7 m Tower Length Tower angle.0 3 3 3 4 4 4 5 5 5 5.7.9 90 80 70 60 90 80 70 60 90 80 70 8.7 6.6 0.4 m/. m/3.5.5 3 m/8.7 34. m/ 4.9 m/5. 45. m/3.3 3. 3..9 m/.8 0. m/ 9. 8.6 8. 6.6.5 7. m/6.5 m/.8.5 3 m/8. 3 m/6.6 6.5 6. 5.8 5. 4 m/4.8 4 m/.9.8.6 53.9 m/.4.0 m/ 8. 7.7 7..5.4 3. m/ 4.7 m/. 40. m/6.8 3 m/ 5.7 4.7 4.4 4 m/4. 60 90 80 70.8m/8.6 8.6 7.4 6.8 6.4 4.7.5 0.3 8.7 7. 5. 34.m/4.8 m/ 3 m/ 7.4 6.8 5. 43. m/6. 4.9 49.5 m/.6.6.5.3. 56.8 m/.0 5.8 m/3.7 60 m/....0 Tower angle.0 3 3 3 4 4 4 5 5 5 5.7 35. 38. 4. Tower angle 90 80 70 90 80 70 90 80.0 3 3 3 4 4 4 5 5 5 60.0.5 m/6.5 6. 4.7.5 8. 6.8 37. m/4. 7. m/ 0.3 9.9 6.8 5.7 46. m/ 4. m/4.9 4.9 4.8 4.5 4. 3.9 3.6 54.7 m/3.3 3.3 m/ 3.3 3..6..9. 0.4 9.6 8.5 7.4 5. 40. m/3.5 8.5 m/ 8.5 8. 7.7 7. 6.6 6. 5.7 4 m/4.7 4.9 m/4.4 4.4 3.7 3.5 3. 5 m/.8 4. m/ 0.5 0. 9.8 9.5 8.9 8.6 6.8 5. 4. 4 m/3. 9.8 m/8.5 8.5 8. 7.9 7.4 6.5 6. 5.7 4.9 6 70 4 m/4. 3.6 3.3 3..9.7.5 60.6 m/.4 90 4.9 m/ 8.9 8.6 7.7 7.4 7. 6.4 5. 4.8.8 44. 80 3. m/ 7. 6.8 6.6 6.4 5. 4.8 4.5 4. 54.9 m/ 70 46.4 m/ 3.6 3..8.6.4. 63.5 m/.0 Tower angle.0 3 3 3 4 4 4 5 5 5 60.0 6 Note: Ratings according to Japanese Construction Codes for Mobile Cranes and Japanese Safety Ordinance on Cranes, etc. Ratings shown in are determined by the strength of the tower or other structural components. Refer to notes P9 and P0. 6

PARTS AND ATTACHMENTS ase Machine With gantry, lower boom, carbody, lower spreader and upper spreader Weight: 36,785 kg Width: 3,00 mm Counterweight A Weight: 9,900 kg 4,00 5,780 3,00 3,40 4,745 ase Machine With gantry and carbody Weight: 33,00 kg Width: 3,00 mm 8,900 3,090 3,0,860 940 475 Counterweight, C Weight: 0,000 kg x pieces 4,00 4,745,860 Crawler Weight: 4,500 kg 530 7,890 90,30 Counterweight D Weight: 9,300 kg 4,00 Gantry Weight:,00 kg,860 985,340 5,800 790 530 Counterweight E Weight: 6,500 kg,430 oom Top (with m tapered boom) Weight:,530 kg (with boom guy cables),095,980 8,450,990 680,80 oom ase (with tower backstop) Weight: 3,00 kg Insert oom L,980 Counterweight F Weight: 6,300 kg,430 7,845,980,40,990 L (mm) Weight (kg)* m 3,80 630 6.m 6,30,000 m 9,70,360 *with boom guy cables 680,85 7

Dimensions: mm Weight: kg Jib Top (For Crane) Weight: 35 kg 840,00 Tower Jib Top Weight: 900 kg,365,355 8,50 5,040 Jib ase (For Crane) Weight: 0 kg Tower Jib ase Weight:,00 kg,030 840,00,00,530 4,760,365 6,395 Tower Cap Weight:,780 kg 4,875,990,065 Other Attachments Attachments Weight Dimensions (L x W x H) A special insert boom for tower,740 kg (with guy cables) 9,70 mm x,980 mm x,790 mm A relay jib 30 kg 3,45 mm x,530 mm x,365 mm m tower insert jib 0 kg 3,45 mm x,355 mm x,365 mm 6. m tower insert jib 360 kg 6,95 mm x,355 mm x,365 mm m tower insert jib m insert jib (for crane) 6. m insert jib (for crane) Tower jib strut Crane jib strut Crane backstop Tower backstop Upper spreader Lower spreader 50 kg 0 kg 90 kg 9,40 mm x,355 mm x,365 mm 3,30 mm x,00 mm x 840 mm 6,75 mm x,00 mm x 840 mm,355 kg 5,95 mm x,065 mm x 95 mm 300 kg 5,30 mm x,040 mm x 65 mm 0 kg ( piece) 6,65 mm x 5 mm dia. x 0 mm 40 kg ( piece) 6,00 mm x 40 mm dia. x 35 mm 485 kg,045 mm x 365 mm x 880 mm 35 kg,50 mm x 300 mm x 930 mm Upper spreader for tower jib 30 kg 95 mm x 730 mm x,70 mm Lower spreader for tower jib 40 kg,940 mm x 460 mm x,070 mm 0-ton hook,700 kg 70 mm x 700 mm x,930 mm 70-ton hook,00 kg 470 mm x 700 mm x,85 mm 35-ton hook 900 kg 365 mm x 700 mm x,575 mm all hook 450 kg 380 mm dia. x,00 mm Note: Estimated weights may vary %. 8

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HYDRAULIC CRAWLER CRANE Standard Equipment Upper structure/lower structure Counterweight: ton (total weight) 90 mm shoe crawlers atteries (-V, 36 Ah/5HR) Trans-lifter (jack system) Travel kit Gantry raising/lowering cylinder Electric hand throttle grip Variable boom hoist speed controller Variable main/aux. hoist speed controller Swing neutral-free/brake select switch Side deck for cab Steps (crawlers) Two front working lights Two rear view mirrors Tools (for routine maintenance) Upper spreader storage guide Cab/Control Air conditioner Luggage box Cup holder Ashtray Cigar lighter Intermittent wiper & window washer (skylight and front window) Sun visor Roof blind Floor mat (cloth) Foot rest Shoe tray Safety Device Load Moment Indicator (with boom lowering slow stop function) LMI release key (for hook over-hoist prevention device and boom over-hoist prevention device) LCD multi display Ultimate stop function for boom over-hoist Function lock lever Propel lever lock Mechanical drum lock pawl (main, aux. and boom hoist) Signal horn Swing parking brake Mechanical swing lock pin (four positions) Swing flashers/warning buzzer Note: Standard equipment may vary depending on your areas or countries. Due to our policy of continual product improvements all designs and specifications are subject to change without advance notice. Copyright by KOELCO CRANES CO., LTD. No part of this catalog may be reproduced in any manner without notice. 7-, Higashigotanda -chome, Shinagawa-ku, Tokyo 4-866 JAPAN Tel: +8-3-5789-30 Fax: +8-3-5789-337 Inquiries To: KOELCO is the corporate mark used by Kobe Steel on a variety of products and in the names of a number of Kobe Steel Group companies. ulletin No. 70-FSPEC-AO 0800IF Printed in Japan