HYDRAULIC CRAWLER CRANE

HYDRAULIC CRAWLER CRANE Max. Lifting Capacity: 50 t x 4.6 m Max. Crane Length: 9.4 m Max. Fixed Jib Combination: 76. + 30.5 m Max. Luffing Jib Combination: + m

CONFIGURATION Crane Max. Lifting Capacity: 50 metric ton x 4.6 m Max. Length: 9.4 m Long Max. Lifting Capacity: 47. metric ton x.8 m Max. Length: 9.4 m Luffing Max. Lifting Capacity: 50 metric ton x m Max. Length: m

Fixed Jib Max. Lifting Capacity: 7 metric ton x 0.4 m Max. Combination: 76. m + 30.5 m CONTENTS Configuration Specifications 3 General Dimensions 5 and Jib Arrangements Crane Arrangements 7 Fixed Jib Arrangements 8 Long Arrangements 8 Luffing Arrangements for Luffing 9 Luffing Arrangements for Crane 9 Luffing Jib Max. Lifting Capacity: 80 metric ton x 9.8 m Max. Combination: m + m Luffing with Luffing Jib Max. Lifting Capacity: 5 metric ton x m Luffing Jib Arrangements 0 Working Ranges and Lifting Capacities Crane Working Ranges Crane Lifting Capacity 3 Auxiliary Sheave Lifting Capacity for Crane 4 Luffing Working Ranges 5 Luffing Lifting Capacity 6 Auxiliary Sheave Lifting Capacity for Luffing 7 Long Working Ranges 8 Long Lifting Capacity 9 Auxiliary Sheave Lifting Capacity for Long 0 Fixed Jib Working Ranges Fixed Jib Lifting Capacities Luffing Jib Working Ranges 5 Luffing Jib Lifting Capacities 7 Luffing Lifting Capacities with Luffing Jib 33 Parts and Attachments 35 Transportation Plan 37 SelfRemoval Device 38

SPECIFICATIONS Power Plant Model:Hino diesel engine PCUN Type:Watercooled, 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 Batteries: Two V, 70Ah/0HR capacity batteries, series connected. Fuel tank capacity: 0 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, jib hoist circuit and each propel circuit. One of the other two pumps is used in the boom hoist circuit, and the other is used in the swing circuit. Control: Fullflow hydraulic control system for infinitely variable pressure to front and rear drums, boom hoist drum and propel. Controls respond instantly to the touch, delivering smooth function operation. Cooling: Oiltoair heat exchanger (platefin type) Filtration: Fullflow 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: 7.5 MPa {80 kgf/cm } Control system: 5.4 MPa {55 kgf/cm } Reservoir capacity: 600 liters Hoisting System Powered by a hydraulic motor through a planetary reducer. Brake: A springset, hydraulically released multipledisc brake is mounted on the boom hoist motor and operated through a counterbalance valve. Drum lock: External ratchet for locking drum. Drum: Double drum, grooved for 6 mm dia. wire rope. Line speed: Double line on first drum layer Hoisting/Lowering: to m/min x Diameter of wire ropes guy line: 38 mm hoist reeving: 6 parts of 6 mm dia. high strength wire rope backstops: 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 Brake: A springset, hydraulically released multipledisc brake is mounted on the hoist motor and operated through a counterbalance valve. (Positive free fall brake is optional item.) Drum lock: External ratchet for locking drum Drums: Front drum: 67. mm P.C.D. x 833.7 mm Lg. wide drum, grooved for 5 mm wire rope. Rope capacity is 480 m working length and 600 m storage length. Rear drum: 67.4 mm P.C.D. x 833.7 mm Lg. wide drum, grooved for 5 mm wire rope. Rope capacity is 390 m working length and 600 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 Line Pull (Singleline): Rated line pull: 3 kn { tf} Swing System Swing unit is powered by hydraulic motor driving spur gears through planetary reducers ( sets), the swing system provides 360 rotation. Swing parking brakes: A springset, hydraulically released multipledisc brake is mounted on swing motor. Swing circle: Singlerow ball bearing with an integral internally cut swing gear. Swing lock: Manually, four position lock for transportation Swing speed:. min {rpm} Upper Structure Torsionfree precision machined upper frame. All components are located clearly and service friendly. Engine with low noise level. Complies with EC Directive 000/4/EC. Counterweight: 90.0 ton 3

Cab & Control Totally enclosed, full vision cab with safety glass, fully adjustable, high backed seat with a headrest 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, footrest, shoe tray Controls: Four adjustable levers for front drum, rear drum, boom drum and swing controls, and boom hoist pedal. Lower Structure Steelwelded 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 trackadjusting bearing block. Carbody weight: ton 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: Springset, 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 counterrotating steering (driving each track in opposite directions). Main Specifications (Model: CKE500) Crane Max. Lifting Capacity 50 t/4.6 m Max. Length 9.4 m Luffing Max. Lifting Capacity 50 t/ m Max. Length m Long Max. Lifting Capacity 47. t/.8 m Max. Length 9.4 m Fixed Jib Max. Lifting Capacity 7 t/0.4 m Max. Length 30.5 m Max. Combination 76. m + 30.5 m Luffing Jib Max. Lifting Capacity 80 t/9.8 m Jib Length.3 m ~ m Max. Combination m + m Luffing Angle 63 ~ 88 Main & Aux. Winch Max. Line Speed 0 m/min (st layer) Rated Line Pull (Single Line) 3 kn { tf} Wire Rope Diameter 5 mm Wire Rope Length 480 m (Main) 390 m (Aux.) Brake Type Spring set hydraulically released (Negative) FreeFall Brake Type Wettype multiple disc brake (Optional) Track rollers: Sealed track rollers for maintenancefree operation. Shoes (flat): 68 shoes,,0 mm wide each crawler (Optional,330 mm shoe is availavle) Max. travel speed:./0.7 km/h Max. gradeability: 30% Weight Including upper and lower machine, 90.0 ton counterweight and ton carbody weight, basic boom (or basic boom + basic jib), hook, and other accessories. Specification Weight Ground pressure Crane boom Approx. 3 ton, 08.4 kpa {. kgf/cm } Fixed jib Approx. 4 ton, 0 kpa {. kgf/cm } Luffing jib Approx. ton, 3.0 kpa {.5 kgf/cm } Attachment and Jib: Welded lattice construction using tubular, hightensile steel chords with pin connections between sections. and Jib Length Min. Length Max. Length (Min. Combination) (Max. Combination) Crane 5. m 9.4 m Luffing 5. m m Long 64.0 m 9.4 m Fixed Jib 7.4 m +. m 76. m + 30.5 m Luffing Jib.3 m +.3 m m + m Working Speed Swing Speed. min {. rpm} Travel Speed./0.7 km/h Power Plant Model Hino PCUN Engine Output 47 kw/,000 min {rpm} Fuel Tank Capacity 0 liters Hydraulic System Main Pumps 4 variable displacement Max. Pressure 3.9 MPa {35 kgf/cm } Hydraulic Tank Capacity 600 liters SelfRemoval Device Standard Weight Operating Weight* Approx. 3 t Ground Pressure* 08.4 kpa {. kgf/cm } Counterweight 90.0 t (Upper), t (Lower) Transport Weight** Approx. 44.9 t * Including upper and lower machine, 90.0 ton counterweight and ton carbody weight, basic boom, hook, and other accessories. ** Base machine with translifter, main and aux. winches (nonfree fall) including wire rope, and boom hoist winch including wire rope. Units are SI units. { } indicates conventional units. 4

GENERAL DIMENSIONS Crane (Unit: mm) R6,000,0 Crane Length : 5. 9.4m 3,0,800,600 9,480,55 3,770 3,780 7,895 8,970 7,60 435,0 Limit of Hook Lifting L Hook L 50 t hook 5.3 m 50 t hook 5.9 m 70 t hook 4.9 m 35 t hook 4.7 m L' Hook L' 35 t hook 3.8 m t ball hook 3.5 m 5

Luffing Jib (Unit: mm) Luffing Jib Length:.3 m m Luffing Length:.3 m m Angle (63 88 ) 6

BOOM AND JIB ARRANGEMENTS Crane Arrangements length m (ft) arrangement length m (ft) arrangement 5. (50) 8.3 (60) B T B 0 T 54.9 (80) B 0 0 0 T B 0 T B 0 0 0 0 T.3 (70) B 0 0 T B 0 T 57.9 (90) B 0 0 T B 0 T 4.4 (80) B 0 0 T (00) B 0 0 T 7.4 (90) B 0 0 0 T B 0 0 T B T 64.0 (0) B 0 0 0 T B 0 0 T B T 30.5 (00) B 0 0 0 T B 0 T 67. (0) B 0 0 0 T B 0 T B 0 0 0 0 T 33.5 (0) B 0 0 T B 0 T 70. (30) B 0 0 0 0 T B 0 0 T B 0 T 36.6 (0) B 0 0 T 73. () B 0 0 T B 0 0 0 T 39.6 (30) B 0 0 T B T 76. (50) B 0 0 0 T B 0 0 T B T 4.7 () B 0 0 0 T B 0 T 79.3 (60) B 0 0 0 T B 0 T B 0 0 0 0 T 45.7 (50) B 0 0 B 0 T T 8.3 (70) B 0 0 0 0 T B 0 0 T B 0 T 48.8 (60) B 0 0 T B 0 0 0 T 85.3 (80) B 0 0 T 5.8 (70) B 0 0 T B T 88.4 (90) B 0 0 0 T B 0 0 T 9.4 (300) B 0 0 0 T Symbol B T 0 0 Length m m 3.0 m 6. m. m Remarks Base Top Insert Insert Insert 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. 7

Fixed Jib Arrangements Fixed Jib Crane boom length Jib length m (ft). () Jib arrangement B 0 T 7.4 m 76. m 8.3 (60) 4.4 (80) 30.5 (00) B 0 B 0 B 0 0 T 0 0 0 0 T 0 T Symbol B T 0 0 Jib Length 4.6 m 4.6 m 3.0 m 6. m Remarks Jib Base Jib Top Insert Jib Insert Jib Long Arrangements length m (ft) arrangement 64.0 (0) B 0 0 0 B 0 TB 0A TB 0A 67. (0) 70. (30) B 0 B 0 0 TB 0A TB 0A 73. () B 0 0 0 B 0 0 TB 0A TB 0A B TB 0A B 0 0 0 TB 0A 0 76. (50) B 0 0 TB 0A 0 B TB 0A 0 B 0 0 0 TB 0A 0 0 79.3 (60) B 0 0 TB 0A 0 B TB 0A 0 B 0 0 0 TB 0A 0 0 8.3 (70) B 0 0 TB 0A 0 0 B TB 0A 0 0 85.3 (80) B 0 0 0 B 0 0 TB 0A 0 0 0 TB 0A 0 0 Indicates the most flexible combination of insert long booms, which can be modified to form all shorter long boom arrangements. 88.4 (90) 9.4 (300) B B 0 0 0 B 0 0 B B 0 0 0 B 0 0 B TB 0A TB 0A 0 0 0 TB 0A 0 TB 0A 0 TB 0A 0 0 0 0 TB 0A 0 0 TB 0A 0 Symbol 0 0 TB 0A 0 0 B Long Length m 9. m 3.0 m 6. m. m 4.6 m 3.0 m 3.0 m 6. m. m Remarks Base Luffing Jib Top Insert Insert Insert Tapered Relay Jib Luffing Insert Jib Luffing Insert Jib Luffing Insert Jib 8

Luffing Arrangements for Luffing length m (ft) arrangement length m (ft) arrangement.3 (70) 4.4 (80) 7.4 (90) 30.5 (00) 33.5 (0) 36.6 (0) B 0 0 C B 0 0 0 C B 0 0 C B C B 0 0 0 C B 0 C B 0 0 0 0 C B 0 0 C B 0 C B 0 0 C B 0 0 0 C B 0 0 C B C 48.8 (60) 5.8 (70) 54.9 (80) 57.9 (90) (00) B 0 0 0 C B 0 0 C B C B 0 B 0 B 0 0 B 0 B 0 0 B 0 0 0 0 C C B 0 0 0 B 0 0 0 C C C 0 C C C Indicates the most flexible combination of insert luffing booms, which can be modified to form all shorter luffing boom arrangements. 39.6 (30) 4.7 () 45.7 (50) B 0 B 0 B 0 0 B 0 0 B 0 B 0 0 0 0 C C 0 0 C C C C Symbol B C 0 0 Luffing Length m.0 m 3.6 m 3.0 m 6. m. m Remarks Base Luffing Top Luffing Tapered Insert Insert Insert Luffing Arrangements for Crane length m (ft) arrangement length m (ft) arrangement 5. (50) B 0 C 45.7 (50) B 0 0 C 8.3 (60).3 (70) B 0 0 C B 0 C B 0 0 C 48.8 (60) B 0 0 0 C B 0 0 C B C 4.4 (80) 7.4 (90) 30.5 (00) 33.5 (0) 36.6 (0) 39.6 (30) 4.7 () B 0 0 0 C B 0 0 C B C B 0 B 0 B 0 0 B 0 0 B 0 B 0 0 0 0 C C C B 0 0 0 C B 0 0 C B C B 0 B 0 B 0 0 B 0 0 B 0 0 0 C C C 0 0 C C 0 0 C C C 5.8 (70) 54.9 (80) 57.9 (90) (00) B 0 B 0 B 0 0 B 0 B 0 0 B 0 0 0 0 C C 0 0 C C C C B 0 0 0 C B 0 0 C B C Indicates the most flexible combination of insert luffing booms, which can be modified to form all shorter luffing boom arrangements. Symbol C 0 0 B Luffing Length m.0 m 3.6 m 3.0 m 6. m. m Remarks Base Luffing Top Luffing Tapered Insert Insert Insert 9

Luffing Jib Arrangements Jib length m (ft) Jib arrangement Jib length m (ft) Jib arrangement Jib length m (ft) Jib arrangement.3 (70) 4.4 (80) 7.4 (90) 30.5 (00) JB0A JB0A 0 JB0A 0 0 JB0A JB0A 0 0 0 JB0A 0 0 0 39.6 (30) 4.7 () 45.7 (50) JB0A 0 0 0 0 JB0A 0 JB0A 0 0 JB0A 0 0 JB0A 0 0 0 JB0A 0 0 JB0A 5.8 (70) 54.9 (80) 57.9 (90) (00) JB0A 0 0 0 JB0A JB0A 0 0 0 0 JB0A 0 0 0 JB0A 0 0 JB0A 0 0 0 33.5 (0) 36.6 (0) JB0A 0 0 JB0A JB0A 0 JB0A 0 0 0 48.8 (60) JB0A 0 0 0 JB0A 0 mark shows the installing position for mid suspension guy line. Indicates the most flexible combination of insert luffing jibs, which can be modified to form all shorter luffing jib arrangements. Symbol JB 0A 0 0 Luffing Jib Length 9. m 9. m 3.0 m 3.0 m 6. m. m Remarks Luffing Jib Base Luffing Jib Top Relay Jib Luffing Insert Jib Luffing Insert Jib Luffing Insert Jib Luffing and Jib Combinations. Length.3 4.4 7.4 30.5 33.5 36.6 39.6 4.7 45.7 48.8 5.8 54.9 57.9 Jib Length.3 4.4 7.4 30.5 33.5 36.6 39.6 4.7 45.7 48.8 5.8 54.9 57.9 : Combinations which is allowed. : Combinations which is not allowed. 0

Hook Blocks 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 6 7 8 50ton 50ton 70ton 35ton ton ball hook 4,00,300,00 900 450 6 3 0.5.5 35.0 67.5 67.5 94.5 0 0 Hooks 50ton 50ton 70ton 35ton ton ball hook Weight (kg) 4,00,300,00 900 450 No. of sheaves 6 3 0 9.5 No. of lines and max. rated loads (tons) 0 4 6 8 0 35.0 60.0 83.0 05.0.0 35.0 Main Hoist Drum Rated Loads in Metric Tons No. of Parts of Line Max. Loads (ton) 3.5 4 5 67.5 6 7 94.5 8 0 No. of Parts of Line 9 0 Max. Loads (ton).5 35.0 60.0 4 83.0 6 05.0 8 0.0 Style and Combination of and Jib Jib Style m boom base m boom top.0 m luffing boom top 3.0 m insert boom 6. m insert boom. m insert boom 3.6 m luffing tapered boom 4.6 m tapered boom 4.6 m jib base 4.6 m jib top 3.0 m insert jib 6. m insert jib 9. m luffing jib base 9. m luffing jib top 3.0 m relay jib 3.0 m luffing insert jib 6. m luffing insert jib. m luffing insert jib Crane Common use() Common use() Common use() Common use() Common use(5) Luffing Common use() Common use() Common use() Common use() Common use(3) Common use() Note:. Figure in ( )means the numbers of the maximum usable boom (or jib) respectively.. : Not applicable Long Common use() Common use() Common use() Common use(3) Long only() Common use() Common use() Common use() Common use() Common use Fixed Jib Common use() Common use() Common use() Common use() Common use(4) Fixed jib only() Fixed jib only() Fixed jib only() Fixed jib only(3) Luffing Jib Common use() Common use() Common use() Common use() Common use(3) Common use() Luffing jib only() Common use() Common use() Common use() Common use() Common use() Symbols for Attachments: Crane Auxiliary Sheave for Crane Luffing Auxiliary Sheave for Luffing Long Auxiliary Sheave for Long Fixed Jib Luffing Jib Luffing with Luffing Jib

WORKING RANGES AND LIFTING CAPACITIES Crane Working Ranges 9.4 m BOOM 88.4 m BOOM 85.3 m BOOM 8.3 m BOOM 79.3 m BOOM 76. m BOOM 73. m BOOM 70. m BOOM 67. m BOOM 64.0 m BOOM m BOOM 57.9 m BOOM 54.9 m BOOM 5.8 m BOOM 48.8 m BOOM 45.7 m BOOM 4.7 m BOOM 39.6 m BOOM 36.6 m BOOM 33.5 m BOOM 30.5 m BOOM 7.4 m BOOM 4.4 m BOOM.3 m BOOM 8.3 m BOOM 5. m BOOM 80 75 70 65 60 55 50 45 35 30 94 9 90 88 86 84 8 80 78 76 74 7 70 68 66 64 6 60 58 56 54 5 50 48 46 44 4 38 36 34 3 30 8 6 4 0 8 6 4 0 Height above ground.53 m.4 m 6 8 0 4 6 8 0 4 6 8 30 3 34 36 38 4 44 46 48 50 5 54 56 58 60 6 64 66 68 70 7 74 Radius from center of rotation Center of rotation NOTES:. Ratings according to EN3000.. 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 outoflevel, 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, up to % gradient. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. inserts and guy lines must be arranged as shown in the Operator's Manual. 9. hoist reeving is 6 part line. 0. Gantry must be in raised position for all conditions.. backstops are required for all boom lengths.. The boom should be erected over the front of crawlers, not laterally. 3. Ratings shown in are determined by the strength of the boom or other structural component. 4. When erecting or lowering the boom length of 88.4 m or over, the pillow plate for erection must be placed at the end of crawlers. 5. Instruction in the Operator's Manual must be strictly observed when operating the machine. 6. Crane boom ratings: Deduct weight of hook block, slings, and all other load handling accessories from crane boom ratings shown. 7. Auxiliary sheave ratings for crane boom: Deduct weight of hook block, slings, and all other load handling accessories from auxiliary sheave ratings for crane boom shown. 8. Crane boom lengths for auxiliary sheave mounting are 5. m to 88.4 m.

Crane Lifting Capacity Unit: metric ton Counterweight: 90.0 t, Carbody weight: t Working Length 4.6 5.0 3.0 3.0 4 5. 8.3.3 4.6 m/ 30.7 9.5 65.9 46. 30.4 7.7 90.0 7. 4.8 m/65.7 6.7 9.5 65.6 45.8 30. 7.4 90. 7.4 60. 7.5 m/53.5 8 5.5m /05.0 9. 65. 45.4 9.8 7. 90. 7.4 60. 5.3 44.6 0.m/44.3 6 4.4 6. m/83.0 65.0 45. 9.6 90. 7.4 60. 5.3 44.6 39.3.7 m/3 4 7.4 6.6 m/74.5 64.7 44.9 9. 4.7 90. 7.3 60.0 5. 44.4 39. 34.8 5.4 m/3.3 4 30.5 7. m/54. 44.6 5.0 90. 7. 59.9 5. 44.3 3 34.7 3.3 8.3 33.5 7.7 m/43.8 4.4 7.3 3.3 90.0 7. 59.8 50.9 44. 38.7 34.5 30.9 5.5 30.7 m/4.8 36.6 8. m/7.3 3.8 0.5 89.9 59.8 50.8 38.7 34.4 30.8 7.9 5.4 3.4 33.3 m/. 0 39.6 8.7 m/5.7 4.8 07.4 8 5 50.7 43.9 38.6 34.3 30.7 5. 3.. 35.9 m/ 0 4.7 9. m/07. 03.8 85.9 59.6 50.7 43.9 38.5 34. 30.7 7.7 5. 3.0. 9.5 38.6 m/ 8 45.7 9.8 m/98.3 9 83.8 70.8 59.4 50.4 43.6 38.3 30.4 7.4 4.9.7 0.8 9. 7.7 6.4 4. m/5.7 8 48.8 0.3 m/9.6 69.4 59.3 50.3 43.5 38. 33.8 30.3 7.3 4.8.6 0.7 9. 6.3 5. 43.9 m/4. 7 5.8 0.8 m/84.7 79.5 6 58.7 50. 43.4 33.7 30. 7. 4.6.4 0.5 7.4 6. 4.9 3.9 3.0 46.5 m/.8 7 Length Working 4.6 5.0 3.0 3.0 4 Working Length 3.0 3.0 4 5.0 5 60.0 64.0 6 54.9 57.9.4 m/8.4 7 66.5 57.5 43. 3 33.5 9.9 4.4. 0.3 8.6 7. 5.9 4.7 3.7.7.9 49. m/.4 7.9 m/76. 75.5 65. 56.4 49.5 43.0 37.7 33.3 6.8 4. 0. 8.5 5.7 4.5.5.6 0.9 5.8 m/0. 6.4 m/68.8 63.3 55.4 48.6 4.9 37.5 33. 9.6 6.6 4..9 8.3 5.5 4.4 3.3.4.5 0.7 9.3 54.4 m/9. 6 64.0.9 m/67.5 6.5 54. 4 4. 37.3 3.9 9.4 6.4 3.8.6 8. 6.6 5.3 4. 3.0.. 0.4 9. 8.4 57. m/8. 5 67. m/63.8 6.3 53. 46.8 4.5 37. 3.9 9.3 6.3 3.7.5 9.6 7.9 6.5 5..9. 0.3 9.6 8.3 7.7 5 m/7. 5 70. 59.4 5. 45.6.6 36.5 3.6 3.5.3 9.4 7.7 6. 4.9 3.7.6.7 0.8 9.3 8.6 7.9 7.3 6.7 6. 6.3 m/6. 5 73. 4.5 m/54.5 5. 44.9 39.9 35.7 3. 5.9 3.3. 9. 7.5 4.7.5.5 0.7 9.9 9. 8.4 7.7 7. 6.5 5.5 65.0 m/5.3 5 76. 5. m/49. 48.4 44. 39. 35. 3.6 8.6 5.8 3..0 9. 7.4 5.9 4.6 3.4.3.4 0.5 8. 7.5 6.3 5.8 5.3 4.8 6 m/4.5 4 79.3 5.6 m/44.7 44.5 43. 38.4 34.4 30.9 5.4 3.0 0.8 7. 5.7 4.4 3... 0.3 9.5 8.7 7.9 7. 6.6 5.5 5.0 4.5 4. 3.7 70. m/3.6 4 8.3 6. m/.9 3 3 33.6 30. 7.3 4.8.6 0.5 8.6 5.4 4..9.8 0.9 9. 8.3 6.3 5.7 5. 4.6 4. 3.7 3.3.9 7.9 m/.8 4 85.3 6.6 m/37.4 36.6 35.4 3.9 9.6 6.8 4.3. 0. 8.4 6.8 5.3 3.9.8.7 0.7 9.8 8. 7.4 6.7 6. 5.5 4.9 4.4 4.0 3.5 3..7.4 3 88.4 7. m/33.8 33.3 3. 3. 9. 6.3 3.9.7 9.8 8. 6.6 5. 3.8.7.6 0.6 8.8 7. 6.5 5.9 5.3 4.8 4.3 3.8 3.3.9.5 3 9.4 7.7 m/3.0 30.9 9.8 8.8 7.7 5.7 3.3. 9.3 6. 4.7.4.3 0.4 9.4 8.5 7.7 6.3 5.6 5.0 4.5 4.0 3.5.9.4 3 Length Working 3.0 3.0 4 5.0 5 60.0 64.0 6 Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P. 3

Auxiliary Sheave Lifting Capacity for Crane (With 70 t Main Hook) Working Length 5.0 3.0 3.0 4 5. 8.3.3 5.4 m/ 6.5 m/ 5.8 m/ 9. m/ 6.3 m/.8 m/ 4.4 m/ 4.4 m/ 7.4 7.4 m/ 7. m/6.6 30.5 7.9 m/ 6.4 m/3.5 33.5 8.5 m/ 6.5 3.4 m/.0 36.6 6.4 3.9.9 9.9 35.0 m/ 39.6 9.5 m/ 6.3 3.7.6 3 m/6.3 4.7 6. 3.7.5 9.6 6.5 5.0.3 m/4.8 45.7 0.6 m/ 5.9 3.4. 9.3 7.7 6. 4.9 3.6 4.9 m/3.0 48.8. m/ 5.8 3.3. 9. 6. 4.8 3.7.6 45.6 m/.7 5.8.6 m/ 5.6 3. 0.9 7.4 5.9 4.6 3.4.4.5 0.6 48. m/0.5 Unit: metric ton Counterweight: 90.0 t, Carbody weight: t Length Working 5.0 3.0 3.0 4 Length Working 3.0 3.0 4 5.0 5 60.0 64.0 6 54.9 57.9. m/ 5.4.9 0.7 8.8 7. 5.7 4.4 3... 0.4 9.6 50.8 m/9.3.7 m/ 5.3.7 0.5 8.6 5.5 4. 3.0.0 0. 9.4 8.7 53.5 m/8. 3. m/ 5..6 0.4 8.5 6.8 5.4.9.8 0.9 9. 8.5 7. 56. m/7. 64.0 3.7 m/ 4.9.3 0. 8. 6.6 5. 3.8.6.5 0.6 8. 6. 58.8 m/5.9 67. 4.3 m/ 4.8. 8. 6.4 5.0 3.7.5.4 0.5 9.6 8.8 8. 7.4 6.8 6. 5.6 6.4 m/5. 70. 4.8 m/ 4.5 9.8 7.9 6. 4.7 3.4.. 0. 9.3 8.5 7. 6.4 5.8 5. 4.7 4. 73. 5.3 m/ 4.4.8 9.6 7.7 4.5 3..0 9. 8.4 6. 5.6 5.0 4.5 4.0 3.5 66.7 m/3.3 76. 5.9 m/ 4.3.7 9.5 5.9 4.4 3..9 0.8 9.9 8. 7.4 6.7 5.4 4.8 4.3 3.8 3.3.8 69.3 m/.5 79.3 6.4 m/ 6.5 3.9.5 9.3 7.4 5.7 4..9.7 0.6 8.8 7. 6.4 5.7 5. 4.5 4.0 3.5 3.0.6 8.3 m/ 5.8 3.3. 7. 5.4 3.9.6.4 0.3 9.4 8.5 6.8 6. 5.4 4.8 4. 3.6 3..7 85.3 7.4 m/ 5.3.8 0.6 8.7 5.3 3.8.4.3 0. 9. 8.3 7.4 6.6 5.9 5. 4.6 4.0 3.4.9.5 88.4 4.8.4 0. 8.3 6.6 5. 3.7.3. 0. 9. 8. 7.3 6.5 5.7 5.0 4.4 3.8 3.3.8 Length Working 3.0 3.0 4 5.0 5 60.0 64.0 6 Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P. 4

Luffing Working Ranges m BOOM 57.9 m BOOM 54.9 m BOOM 5.8 m BOOM 48.8 m BOOM 45.7 m BOOM 4.7 m BOOM 39.6 m BOOM 36.6 m BOOM 33.5 m BOOM 30.5 m BOOM 7.4 m BOOM 4.4 m BOOM.3 m BOOM 8.3 m BOOM 5. m BOOM 80 75 70 65 60 55 50 45 35 30 70 68 66 64 6 60 58 56 54 5 50 48 46 44 4 38 36 34 3 30 8 6 4 0 8 6 4 0 Height above ground.53 m.4 m 6 8 0 4 6 8 0 4 6 8 30 3 34 36 38 4 44 46 48 50 5 54 56 58 60 6 Radius from center of rotation Center of rotation 5 NOTES:. Ratings according to EN3000.. 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 outoflevel, 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, up to % gradient. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. inserts and guy lines must be arranged as shown in the Operator's Manual. 9. hoist reeving is 6 part line. 0. Gantry must be in raised position for all conditions.. backstops are required for all boom lengths.. The boom should be erected over the front of crawlers, not laterally. 3. Ratings shown in are determined by the strength of the boom or other structural component. 4. Instruction in the Operator's Manual must be strictly observed when operating the machine. 5. Luffing boom ratings: Deduct weight of hook block, slings, and all other load handling accessories from luffing boom ratings shown. 6. Auxiliary sheave ratings for luffing boom: Deduct weight of hook block, slings, and all other load handling accessories from auxiliary sheave ratings for luffing boom shown. 7. Luffing boom lengths for auxiliary sheave mounting are 5. m to m.

Luffing Lifting Capacity Unit: metric ton Counterweight: 90.0 t, Carbody weight: t Working length 5.0 3.0 3.0 5. 8.3.3 5.4 m/ 44.9 9. 6.5 8 7. 5.3 m/6.6 5.9 m/43.6 43.6 43.6 43.6 6. 88.8 7. 59. 7.9 m/50.7 6.4 m/43.8 43.8 43.8 8.8 88.7 59. 50.5 43.8 0.6 m/4. 4.4 44. 8.4 5.7 88.6 70.9 5 50.4 43.7 38.4 3. m/35.7 7.4 7.5 m/44.6 43.8 8. 88.5 70.8 5 50.3 43.6 38.3 34. 5.8 m/30.8 30.5 3. 3.8.8 88.4 70.7 58.8 50. 43.5 38. 33.9 30.4 7.4 8.5 m/6.8 0 33.5 8.6 m/ 4.6 0 88.3 70.6 58.7 50. 43.4 38. 33.8 30.3 7.3 4.9 3. m/3.7 0 36.6 9. m/.3 07.7 88. 70.5 58.6 43.3 33.7 30. 7. 4.8.6 33.8 m/.0 0 39.6 9.6 m/00.0 98.5 8 70.4 58.5 49.9 43. 37.9 33.6 7. 4.6.4 0.6 36.4 m/8.6 8 4.7 0. m/95. 84.9 70.3 58.4 49.8 43.0 3 33.3 9.8 6.8 4.3. 0.3 8.6 7. 3 m/6.5 8 45.7 0.7 m/83.0 78.8 70. 58.3 4 4.9 37.5 33. 6.7 4.. 0. 8.5 7. 5.9 4.7 m/5.0 7 length Working 5.0 3.0 3.0 Working length 3.0 3.0 4 5.0 5 60.0 48.8 5.8 54.9. m/ 77.3 68.7 58. 49.6 4.8 37.4 33. 9.6 6.6 4..9 8.4 5.6 4.5 44.3 m/3.3 6.7 m/77.9 76. 64.9 49.5 4.7 37.3 33.0 9.5 6.5.8 9.9 8.3 6.8 5.5 4.3 3.3.4 4 m/.9 6.3 m/73. 63.8 56.8 49.3 4.5 37. 3.8 9. 6.3 3.7.5 9.6 6.5 5. 4. 3.0.. 49.6 m/0.6 6 57.9.8 m/69. 63.0 54.8 4 4.4 3 3.7 9. 6. 3.6.4 9.5 7.9 6.4 5..9. 0.4 5. m/9.6 6 3.3 m/65. 47.9 4. 3 3.5 3.4.3 9.4 7.7 6. 4.9 3.7.7.7 0.9 0. 9.4 8.7 54.9 m/8.4 5 length Working 3.0 3.0 4 5.0 5 60.0 Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P5. 6

Auxiliary Sheave Lifting Capacity for Luffing (With 70 t Main Hook) Working length 3.0 3.0 5. 8.3.3 4.4 7.4 30.5 33.5 36.6 39.6 4.7 45.7 6. m/ 6.6 m/ 6.7 m/ 9. m/ 7. m/.9 m/ m/ 4.5 m/ 8.3 m/ 7. m/ 8.8 m/ 9.8 m/ 9.4 m/ 3.4 m/ Unit: metric ton Counterweight: 90.0 t, Carbody weight: t 9.9 m/ 35. m/ 0.4 m/ 37.7 m/ 0.9 m/.3 m/.5 m/ 43.0 m/.9 length Working 3.0 3.0 Working length 3.0 3.0 4 5.0 5 60.0 48.8 5.8 54.9 3.3.3 45.6 m/.5.5 m/ 3... 0.3 48.3 m/0. 3. m/.9.8 0.9 9. 50.9 m/8.7 57.9 3.6 m/.8.7 0.8 9.9 9. 8.5 53.5 m/ 4. m/.5.5 0.5 8. 7.5 6.8 56. m/6.7 length Working 3.0 3.0 4 5.0 5 60.0 Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P5. 7

Long Working Ranges 9.4 m BOOM 88.4 m BOOM 85.3 m BOOM 8.3 m BOOM 79. m BOOM 76. m BOOM 73. m BOOM 70. m BOOM 67. m BOOM 64.0 m BOOM 80 75 70 65 60 55 50 45 35 30 04 0 00 98 96 94 9 90 88 86 84 8 80 78 76 74 7 70 68 66 64 6 60 58 56 54 5 50 48 46 44 4 38 Height above ground 6 8 0 4 6 8 0 4 6 8 30 3 34 36 38 4 44 46 48 50 5 54 56 58 60 6 64 66 68 70 7 74 76 78 80 8 84.53 m.4 m Radius from center of rotation Center of rotation NOTES:. Ratings according to EN3000.. 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 outoflevel, 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, up to % gradient. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. inserts and guy lines must be arranged as shown in the Operator's Manual. 9. hoist reeving is 6 part line. 0. Gantry must be in raised position for all conditions.. backstops are required for all boom lengths.. The boom should be erected over the front of crawlers, not laterally. 3. Ratings shown in are determined by the strength of the boom or other structural component. 4. Instruction in the Operator's Manual must be strictly observed when operating the machine. 5. Long boom ratings: Deduct weight of hook block, slings, and all other load handling accessories from long boom ratings shown. 6. Auxiliary sheave ratings for long boom: Deduct weight of hook block, slings, and all other load handling accessories from auxiliary sheave ratings for long boom shown. 7. Long boom lengths for auxiliary sheave mounting are 64.0 m to 9.4 m. 8

Long Lifting Capacity Working length 3.0 3.0 4 5.0 5 60.0 64.0 6 64.0 67. 70..8 m/47. 45.0 39.4 37. 35. 33.4 3.5 8.5 5.9 3.7.8 0. 8.7 7.3 6. 5. 4. 3.3.5.7. 0.4 5 m/ 0. 4 3.3 m/46. 44.9 4.9 39.3 37. 35. 33.3 3.3 8.3 5.7 3.5.6 9.9 8.4 7. 5.9 4.8 3.9 3.0..5 0.8 0. 9.6 59.6 m/ 9. 4 3.8 m/45.0 44.8 4.8 39. 3 35.0 33. 3. 8. 5.6 3.4.5 9.8 8.3 5.8 4.7 3.7.9..3 0.7 9.5 8.5 6. m/ 8.4 4 73. 4.3 m/44. 4.7 39. 3 34.9 33. 30.9 7.9 5.4 3.. 9.5 8. 6.7 5.5 4.5.6.8. 0.4 9.8 9. 8.7 8. 7.7 64.9 m/ 4 76. 4.9 m/4. 39.6 37. 35. 33.3 3.7 30. 5.3 3.0. 9.4 6.6 5.4 4.4 3.4.5.7.0 0.3 9. 8.6 8. 7. 67.5 m/ 4 79. 5.4 m/36. 35.5 33. 3.3 9.6 6.7 5.5 4.4.9.0 9.3 7.9 6.5 5.3 4.3 3.3.4.6 0.9 0. 9.6 8.5 7.5 7. 6.8 6.4 70. m/ 6.3 3 8.3 5.9 m/3.3 3. 30. 8.3 6.7 5..8.8 0.9 0. 9. 6.4 5. 4. 3..3.5 0.8 0. 9.5 8.4 7.9 7.4 6.7 6.3 m/ 5.9 3 length Working 3.0 3.0 4 5.0 5 60.0 64.0 6 Unit: metric ton Counterweight: 90.0 t, Carbody weight: t 9 Working length 3.0 3.0 4 5.0 5 60.0 64.0 6 7 7 80.0 84.0 85.3 88.4 9.4 6.5 m/ 5.3 3.9.6.4 0.4 9.5 8.6 7.9 7. 6.6 6. 5. 4. 3...4 0.7 9.4 8.8 8.3 7.3 6.6 6. 5.9 5.6 75.4 m/5.4 m/4.9.4. 9.9 7. 6.4 5.7 5. 4.6 4. 3.6 3..8.3.3 0.6 9.9 9.3 8.7 8. 7.7 7. 6.8 6.5 6. 5.8 5.5 5.3 4.9 7.5 m/.3 0.9 9.5 8.3 7.3 6.3 5.5 4.8 4. 3.6 3.0.6..7.4.0 0.7 0.5 0. 9.8 9. 8.6 8. 7. 6.7 6.4 5.9 5.7 5.4 5. 4.8 4.5 80.7 m/4.4 length Working 3.0 3.0 4 5.0 5 60.0 64.0 6 7 7 80.0 84.0 Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P8.

Auxiliary Sheave Lifting Capacity for Long (With 35 t Main Hook) Working length 3.0 3.0 4 5.0 5 60.0 64.0 6 7 7 80.0 64.0 67. 70. 73. 76. 79. 8.3 85.3 88.4 9.4 m/.8. 0.4 9.8 9. 8.4.6.7 0.9 0. 9.5 8.3 7.7 60.7 m/7.5 4.5 m/ 3.4.4.6 0.8 9.4 8.7 8. 7. 63.3 m/ 5.0 m/ 3...3 0.5 9.8 9. 8.5 7.9 7.4 6.4 5.9 5.6 m/ 3... 0.4 8.4 7.3 6.8 6.3 5.9 5.5 68.6 m/5.4 6. m/ 3.0. 0.3 9.6 8.3 7.7 7. 6.7 6. 5.8 5.5 5. 7.3 m/4.8 Unit: metric ton Counterweight: 90.0 t, Carbody weight: t 6.6 m/.9.9.0 0. 9.5 8.8 8. 7. 6.6 6. 5.7 5.4 5.0 4.7 73.9 m/4.4 7.m /.8.8 0.9 0. 9.4 8.7 8. 7.5 6.5 5.6 5.3 4.9 4.6 4.3 4.0 76.5m /3.9 7.7 m/ 3.3.8.3.9.5.0 9.3 8.6 7.4 6.4 5.9 5.5 5. 4.8 4.5 4. 4.0 3.8 79. m/3.7 8. m/.8.3.7.3 0.8 0.4 0. 9.4 9. 8.5 7.9 7.3 6.8 6.3 5.8 5.4 5. 4.6 4.4 4. 3.8 3.5 3. 8.8 m/.9 length Working 3.0 3.0 4 5.0 5 60.0 64.0 6 7 7 80.0 Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P8. 0

Fixed Jib Working Ranges Jib Offset Angle: 0,30 76. m BOOM +30.5 m JIB 76. m BOOM +4.4 m JIB 76. m BOOM +8.3 m JIB 76. m BOOM +. m JIB 76. m BOOM +30.5 m JIB 76. m BOOM +4.4 m JIB 76. m BOOM +8.3 m JIB 76. m BOOM +. m JIB 0 30 0 05 00 95 90 85 80 75 70 7.4 m BOOM +30.5 m JIB 7.4 m BOOM +4.4 m JIB 7.4 m BOOM +8.3 m JIB 7.4 m BOOM +. m JIB 7.4 m BOOM +30.5 m JIB 7.4 m BOOM +4.4 m JIB 7.4 m BOOM +8.3 m JIB 7.4 m BOOM +. m JIB 80 65 60 55 50 45 35 30 5 Height above ground 0 30 5 0 5 0 5 0 5 30 35 45 50 55 60 65 70 75 5 80 85 90 95 00 Radius from center of rotation.53 m.4 m Center of rotation NOTES:. Ratings according to EN3000.. 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 outoflevel, 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, up to % gradient. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. / jib inserts and guy lines must be arranged as shown in the Operator's Manual. 9. hoist reeving is 6 part line. 0. Gantry must be in raised position for all conditions.. backstops are required for all boom lengths.. The boom should be erected over the front of crawlers, not laterally. 3. Ratings shown in are determined by the strength of the boom or other structural component. 4. When erecting or lowering the boom length of 76. m, the pillow plate for erection must be placed at the end of crawlers. 5. Instruction in the Operator's Manual must be strictly observed when operating the machine. 6. Fixed jib ratings: Deduct weight of jib hook block, slings, and all other load handling accessories from fixed jib ratings shown. 7. Crane boom lengths for fixed jib mounting are 7.4 m to 76. m. 8. One part of line on hook is not allowed to use for. m jib length with offset angle 0 degrees.

Fixed Jib Lifting Capacities (Without Main Hook) Jib Offset Angle: 0 Counterweight: 90.0 t, Carbody weight: t Working. 7.4 36.6 45.7 54.9 8.3 4.4 30.5. 8.3 4.4 30.5. 8.3 4.4 30.5. 8.3 4.4 Unit: metric ton 7 0.4 m/ 5.5 4.3 3.0.8 0.7 9.8 8. 7.3 6.7 5.5 37. m/4.5.5 m/. 0.4 9.3 8.4 7.5 6.8 6. 5.4 4.3 3.4.9 0.7 9.8 4.9 m/ 4.6 m/..8. 0.7 0.3 9.9 9.4 9. 8.7 8. 7. 6.8 48.6 m/6.6 6.7 m/6.8 6.5 6. 5.9 5.6 5.3 5. 4.9 4.5 4. 3.9 3.7 3.5 3. 54.3 m/3. 6.6 5.5 4.5 3.6.7.9. 0.5 9.8 9. 6.4 5.3 45. m/4.4 4. m/. 0.3 9.4 8.6 7.9 7. 6.6 6. 5.5 3.8.4.3 0.5 9.8 50.8 m/9.6 6. m/..7. 0.8 0.4 0. 9.4 8.7 8. 7.7 7.3 6.7 56.5 m/6.5 8.3 m/6.8 6.5 6. 5.9 5.7 5.4 5. 4.8 4.5 4. 4.0 3.8 3.6 3.4 3. 6.3 m/3. 3.6 m/6.5 6.3 5.4 4.6 3.8 3.0..5 0.7 8.6 7. 5.5 3.6.9 53.0 m/0.9 5.7 m/..0 0. 9.5 8.8 8. 7.5 6.5 5.6.8.8.0 0.3 58.7 m/9.6 m/...6.3 0.9 0.5 0. 9.9 9.3 8.8 8.3 7.9 7.5 7. 6.7 64.4 m/6.5 9.9 m/6.7 6.7 6.4 6. 5.9 5.7 5.5 5. 4.8 4.5 4. 4.0 3.8 3.7 3.5 3.4 3. 70. m/3. 5. m/6.4 6. 5.4 4.7 3.9 3..5.9.3 0. 7.4 4.9.8. 8.5 60.9 m/ 7.3 m/. 0.9 0. 9.5 8.3 7.3 6.4 5.6 4. 3..6 0. 66.6 m/6.8 9.4 m/..6.3 0.9 0.6 0.3 9.8 9. 8.8 8.3 7.3 7. 6.8 6.5 7.4 m/6..5 m/6.8 6.7 6.4 6. 5.8 5.4 5. 4.8 4.5 4.3 4. 3.9 3.7 3.6 3.5 3.4 3. 78. m/3. 7 30.5 Working 64.0 73. 76. 7 8 90.0 94.0 9. 6.8 m/6.5 5.3 4.7 4. 3.5 3.0.4 9.8 6.6 4. 0.3 7.7 6.6 5.7 68.8 m/5. 8.3 m/. 0.7 0. 9.5 8.4 7. 6.3 4.5.5 0.7 9.3 8. 6. 5.3 4.6 74.6 m/4.5 4.4.0 m/..9.6.3.0 0.7 0. 9. 8.8 8.4 7.7 7.5 6.6 5.7 5.0 4.3 80.3 m/4.0 30.5 3.0 m/6.7 6.6 6.4 6. 5.6 5.3 5.0 4.7 4.5 4.3 4. 3.9 3.8 3.6 3.5 3.4 3.4 3.. 8.4 m/6.4 5.9 5.3 4.7 4. 3.7.6 5.8 3.3. 9.5 8. 5.8 4.9 4. 3.4 76.7 m/.9 8.3 0.5 m/. 0.6 9.5 8.5 7.7 6.3 3.8.7 8.5 7.3 6. 5.3 4.5 3.7 3..5 8.5 m/.5 4.4.5 m/..8.5..0 0.5 9.6 9. 8.8 8.4 6.8 5.8 5.0 4.3 3.6 3.0.5 88. m/. 30.5 4.6 m/6.7 6.5 6.3 6. 5.8 5.5 5. 4.9 4.7 4.5 4.3 4. 4.0 3.8 3.7 3.6 3.3.7. 93.9 m/.8. m/6.4 6. 5.5 4.9 4.4 3.9.7 8.3 5.5 3.0 0.9 9. 6.5 5.5 4.6 3.7 3.0.4 79.4 m/. 8.3.0 m/. 0.8 0. 9. 8.7 7.9 5.9.4 8. 5.9 5.0 4. 3.4.8. 85. m/.8 4.4 3. m/.9.6.3. 0.6 0. 9.3 8.5 6.5 5.5 4.7 4.0 3.3.7..7 90.8 m/.5 30.5 5. m/6.7 6.6 6.4 6. 5.9 5.6 5.3 5.0 4.8 4.5 4.4 4. 4.0 3.9 3.7 3.5 3.0.5.0.6 96.6 m/.3 7 8 90.0 94.0 9 Working Working Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P. One part of line on hook is not allowed to use for. m jib length with offset angle 0 degrees.

Jib Offset Angle: 30 Unit: metric ton Counterweight: 90.0 t, Carbody weight: t 7.4 36.6 45.7 54.9. 8.3 7 4. m/9.3 8.7 7.9 6.8 5.9 5. 4.5 3.9 3.4.7 37.9 m/.4 3..6.4 0.9 9.4 m/ Working 4.4.9 m/8. 8. 7.9 7.4 7. 6.8 6.5 6. 6. 6. 50. m/6. 30.5. 5.7 m/9.3 8.3 4.4 9. 8.7 9.6 m/ 8. 7. 3.5 m/8. 5.9 m/4.4 4.4 4. 4. 3.8 3.7 3.5 3.3 3.3 3.0 56. m/.8 6.4 5.7 5. 4.6 3.7 3.0.6 45.8 m/.4 3..8.3.8 0.9 0. 9.6 9. 5.9 m/ 8. 7.9 7.4 7. 6.8 6.5 6.3 6. 6. 6. 30.5. 7.3 m/9. 8.3 4.4 9. 8.7. m/ 8. 7.4 3.4 5. m/8. 7.5 m/4.3 4.3 4. 4.0 3.8 3.6 3.5 3.4 3.3 3..9 64. m/.8 6.7 6. 5.6 4.6 3.9 3.3.8. 53.7 m/0.7 3..9.5.6 0.9 0.3 9.8 9.4 9. 59.8 m/ 7.3 6.7 6.5 6.3 6. 6. 6. 65.9 m/6. 30.5. m/9. 8.3 4.4 8.6.8 m/ 8. 3.4 6.7 m/8. m/4.4 4.3 4. 3.9 3.7 3.6 3.5 3.4 3.3 3.3 3..9 m/.8 6.4 5.5 4.7 3..4 9.9 8.6 6.6 m/ 3..9..5 0.9 0.4 9.9 9.5 9. 8. 7. 67.7 m/6.8 7.5 7. 6.7 6.5 6.4 6. 6. 73.8 m/ 30.5 30.6 m/4.3 4. 4.0 3.8 3.7 3.6 3.5 3.4 3.3 3. 3. 3..9 7 79.9 m/.8 Working 64.0 73. 76.. 8.3 4.4 7 8 90.0 94.0 9 00.0 0.5 m/9. 8.6 8.3 7.7 7. 6. 5.4 4.6.4 0.7 9. 7.9 6.8 5.8 69.6 m/5. 4.4 m/ 3.4 3..8.4 0.9 0.4 8.7 7.5 6.5 5.6 4.8 75.7 m/4.5 8.3 m/8. 7.9 7.4 7. 6.7 6.5 6.4 6.3 6. 6. 5.3 4.6 8.8 m/3.9 Working 30.5 3. m/4.3 4. 4. 3.9 3.8 3.7 3.6 3.4 3.4 3.3 3.3 3. 3. 3.0.9 8 m/.8. 9. 8.8 8.6 8.3 6.8 3.9.7 8.5 7. 6. 5. 4. 3.4 77.5 m/.9 8.3 3.4 3.0.5.9.3 0.9 9.3 5.8 5.0 4. 3.4.8 83.6 m/.5 4.4 9.9 m/8. 7.5 7.3 7. 6.7 6.5 6.4 6.3 5.5 4.7 3.9 3.3.7 8 m/. 30.5..6 m/9. 8.3 4.4 8.7 6.5 m/ 8.4 33.8 m/4.3 4.3 4. 4.0 3.8 3.7 3.6 3.5 3.4 3.4 3.3 3.3 3. 3..9.5.0 95.8 m/.7 6. 3.6.5 8. 5.8 4.8 3.9 3..5 80. m/. 3.4 3..7.5 0.6 9. 7.7 6.6 5.6 4.7 3.9 3..5.9 86. m/.9 30.4 m/ 7.5 7.3 7. 6.7 6.6 6.4 6. 5. 4.4 3.7 3.0.4.8 9.3 m/.5 30.5 34.3 m/4.3 4. 4.0 3.9 3.8 3.7 3.5 3.5 3.4 3.3 3.3 3. 7 3..8 8.3 90.0.8 94.0.4 9 98.4 m/.3 00.0 Working Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P. 3

4

Luffing Jib Working Ranges Angle: 88 5 54.9 m 5.8 m 48.8 m 45.7 m 4.7 m 39.6 m 36.6 m 33.5 m 30.5 m m 57.9 m 0 5 0 05 00 95 90 85 75 m 57.9 m 0 80 75 70 m 75 5.8 m 48.8 m 45.7 m 4.7 m 39.6 m 36.6 m 33.5 m 30.5 m 7.4 m 4.4 m.3 m 0 54.9 m 65 60 55 50 45 35 30 Height above ground.3 m 5 0 5 0 5.53 m.4 m 5 0 5 0 5 30 35 45 50 55 60 65 70 75 80 85 90 95 5 Radius from center of rotation Center of rotation NOTES:. Ratings according to EN3000.. 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 outoflevel, 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, up to % gradient. 7. At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. 8. /jib inserts and guy lines must be arranged as shown in the Operator's Manual. 9. Luffing boom hoist reeving is 6 part line. 0. Luffing jib hoist reeving is 0 part line.

Angle: 68 5 0 5 0 05 m 57.9 m 00 54.9 m 5.8 m 48.8 m 45.7 m 4.7 m 39.6 m 36.6 m 33.5 m 30.5 m 95 90 85 80 55 0 75 70 m 55 m 57.9 m 54.9 m 5.8 m 48.8 m 45.7 m 4.7 m 39.6 m 36.6 m 33.5 m 30.5 m 7.4 m 4.4 m.3 m 0 65 60 55 50 45 35 30 5 Height above ground.3 m 0 5 0.53 m.4 m 5 0 5 0 5 30 35 45 50 55 60 65 70 75 80 85 90 95 5 Radius from center of rotation Center of rotation. Gantry must be in raised position for all conditions.. and jib backstops are required for all boom and jib combinations. 3. Ratings shown in are determined by the strength of the boom or other structural component. 4. The boom should be erected over the front of crawlers, not laterally. 5. When erecting or lowering the boom length of 54.9 m or over, the pillow plate for erection must be placed at the end of crawlers. 6. Instruction in the Operator's Manual must be strictly observed when operating the machine. 7. All luffing jib ratings and luffing boom ratings with luffing jib shown are calculated in the condition equipped with the auxiliary sheave frame. 8. Luffing jib ratings: Deduct weight of jib hook block, slings, and all other load handling accessories from luffing jib ratings shown. 9. Luffing boom ratings with luffing jib: Deduct weight of main hook block, slings and all other load handling accessories from luffing boom ratings with luffing jib shown. 6

Luffing Jib Lifting Capacities (Without Main Hook) Unit: metric ton Counterweight: 90.0 t, Carbody weight: t.3 m Length 7.4 m Length 7.4.3 7.4 33.5 39.6 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 angle 73.4 6 6.7 55.9 50. 44. 38.4 65.4 58.4 53.9 47.3 4.9 37.5 67.5 6.4 57.3 5. 47. 37. 58.3 53. 47. 4.7 37.4 33.5 3.4 8.6 3.8 7.7 33.8 30.8 6. 3.0 m/4. 5.5.8.3 8.3 3.0 m/5. 5.9. 9..3.3 7.4 33.5 39.6 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 angle 9.8 80.0 79.3 7. 65. 50.9 43.8 36.7 7.9 65.7 58.7 54. 4 4. 3 35.6 3. 64.7 58.6 5.9 47. 4.5 3 3.7 58.6 53.5 47.5 37.7 34. 9.4 8.8 6.5 3.0 m/4.4 6.6 3. 5.9 49. 5.5 46.5 47.3 4.9 37.4 37.5 33.6 9. 6.7.8 3.0m /4..4 30.4 7.3 0.4 3.0 8.4 4.3 3 m/.3 9.5 3 m/.5 7.4 39.5 38.7 3 36.3 34.8 33. 3.0 3.0 m/4.4 3 m/0.7 8..6 9.3 3.8 6 6 4 3 5..5 8.7.0 m/ 49.4 46.8 4.6 3 33.9 30.6. 3 m/ 5. 4 4.6 37.3 33.7 30.7 8. 4..9 6.8 m/5.8 8.5 6.3 4.5 39.5 38.6 37.5 36.3 38.3 34.8 3 33. 33.6 3.3 30.6 8.5 8. 3.9 9.5 0.9.0 m/7. 8.4 m/5.9 38.7 38. 36.5 33.8 30.8 8.3 4. 3 m/.0. 9.6.0 m/7.9 m/.0 m/6.4 7. 7. 6.8 5.4 5.0 4 m/4.5 3.4 6.7 6. 4.8 4.3 3.3.8 5.0 m/. 6 5 4 3 Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. 7 Refer to notes P5 and P6. 9.8.3 45.7 5.8 57.9 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 angle 9.4 8.7 8. 7.5 6.5 5.9 4.7.4 0.3 3.3 8. 7.5 6.6 5.9 3.5 0.9 8.4 5.8 4 m/ 9.4 5. 3.6.3 m/5.6 4.8 3. 5 m/.4 6.6 4.9 3.8.7.6 0.4 8. 6.3 4.3.5 0.7 5.0 m/ 4.3 3... 5.0 3..5 6.8 4.9 3.3.9 0.3 60.0 m/9.5 4 m/3.7.9.7 0.6 9.3 0.9 0.4 9.5 8.5 7.5 6.6 5.0.3. 0. 9.3 8. 9. 8. 7. 5.5.7.6 0.6 60.0 m/8..8.7 0.8 9.9 9. 5.0 m/.6. 0. 9.4 8.6 6 m/ 8.4 8.3 6.7 5.8 5.0 3.6.3. 0.3 9.4 8.6 7.9 6.4 5.6.7.6 0.6 8. 7.5 64.0 m/ 4 m/. 0.7 9.9 9. 8.4 6 m/7.5 0. 9.4 8.7 7.4 3

Unit: metric ton Counterweight: 90.0 t, Carbody weight: t 7.4 m Length 7.4 45.7 5.8 57.9 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 8.7 8. 7.5 6.5 5.9 4.7.4 0.4 7.5 3.8 7.7 7. 6.7 6. 3.8 0.7 8. 6..0 m/7.5 6.4 4.6 4. 5.7 5.4 4.5 3.5.4.3 0. 8. 6. 4.3.5.8.7 0.7 8.7 6.8 4.9 3. m/5. 4.3 0.4 0. 9.3 8.4 7.4 6.5 4.9.3. 8. 7. 5.4.7.6 3.0 3..8 5 m/.3.6.4 0.3 0.8 5.0 m/.6 9.9 5 m/9..8.5 0.4.3. 9. 64.0 m/8.7 0.3 9.4 8.4 0.6 9.8 4 m/..7 0.7 0.8 9.9 9.8 9. 8. 8. 6 m/7.5 7.4 8. 7.4 6.6 5.7 4.9.. 0. 9.4 8.6 7.3 6.3 5.5.7.5 0.6 8.3 64.0 m/7.3 0.6 9.8 8.4 7. m/6.5 5 m/ 9.3 8.6 7.3 6.5 3 angle 33.5 m Length 33.5.3 7.4 33.5 39.6 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 angle 67.5 65.3 60. 55. 49.9 44.8 3 3. 58. 53.6 4 4.7 37.3 33.7 63.5 59.3 55. 50.9 46.7 4.5 3 33.6 7.7 5.4 8.5 3.3.7 3 m/0..0 8.3 5.9 4 4.5 37. 33.6 30.7 8. 3.0 m/3.0 3.0 m/.3 8.5.0 m/7.4 5.9 5. 50.9 48.3 45.6 46.5 4.7 4.3 38. 3 34. 33.4 30.8 30.5 7.9.8 3.9 3 m/8.3 0.8 39.5 38.7 37.5 36.4 34.9 33. 3.5 8.7 3 m/9.6 4. 8.3 6. 5.6 4.9 m/4.9 4.3 3.8 m/7..4 5 m/0.5 5 5 4 3 38.5 36.8 33.3 30.3 3.8 0.7 8..0 m/7. m/4.4 4.3 3.6.8. 5.0 m/..0 33.5 45.7 5.8 57.9 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 8.8 8. 6.6 5.9 4.7.4 0.4 4. 4 m/. 7.9 7.3 6.8 6.4 3.6 0.5 6. 3.9 4.7 4.4 4. 3...5..4 0.4 8.4 6. 6.6 m/4.9 4.3 4.8.5.3 0.3 4 m/.6.5 0.9 3. 3.7.6.3 5.0 m/.0 0.8 9.8 5.0 m/0. 5 m/9..0 0.5 9.4 8.6 64.0 m/8.4 6 m/7.5 9.8 9.5 9. 8.3 7.3 6.4 7. 4.8 5.4 3.4 3.9..6..6 0. 0.6 9.4 9.8 8.5 7.5 7.3 6.4 5.6.6 0.7 8.8 5 m/ 9. 8.3 6.3 4.8 3.4.. 0. 9.4 8.6 7.3 5.4 3.9.6.5 0.5 8. 64.0 m/7.3 5.0 m/0. 8.3 7.7 9. 8. 7.5 6.8 6. 7 7 m/5.9 3 Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P5 and P6. angle 7 8

39.6 m Length 39.6.3 7.4 33.5 39.6 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 angle 64.5 60.6 56.6 5.7 48.8 44.8.9 3.4 57.7 53. 46.6 4.3 3 33.4 30.4 53.0 49.5 46. 4.7 33.9 9. 3.0 m/.5 0.9 3 m/8.6 8. 7.4.0 m/6.3 48.5 48. 5.5 46.5 4. 3 33.3 30.4 7.9 3.8 0.4 47. 44.8 4.6 38. 34.5 3. 8..3 46..9 36.6 33. 30. 7.7 3.6 7.7.0 m/ 3 m/8.8 0.6 7.5 5.6 m/4.7 5.0 3.4 5.4 3.7.3 m/3.8 3.0.7 5.0 m/. Unit: metric ton Counterweight: 90.0 t, Carbody weight: t 37.4 3 36.6 36. 37. 35.0 36.5 33.3 33.0 3.5 7.5 4. 3.5 0.4 0.5 5.4 m/ 5.3 3.6 4 m/...5.0 0.3 9.4 5 4 4 3 39.6 45.7 5.8 57.9 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 8.8 8. 6.6 5.9 4.7.5 0.4 7.9 4.5 4 m/.5 7.5 6.5 3.3 0.3 5.9 4. 3.3.9 5.0 m/0.6 3.4 3..9.9 0.8 9.8 5.9 4..5 0.9.. 0. 8. 6.4 4.6 3.0.5 4 m/.3.6 8.7 8.4 8. 7. 6.3 4.7 3.3.. 0. 5.3 3.8.6.5 0.5 5.0 m/0.8 0.7 0. 9. 0.4 5 m/9.3 9.4 0. 7 60.0 m/9.3 9. 8.3 64.0 m/7.9 5 m/9.3 9.4 8.6 8.8 7. 6.6 8.4 60.0 m/7.7 7.7 9. 8.3 m/6.4 60.0 m/8. 7.7 6.3 5.7 7 m/5.5 6.7 6.3 5.5 4.7 3.3..0 0. 9.3 8.6 7.9 6.7 5.4 3.8.5.4 0.4 9.6 8. 6.7 9.6 8. 7.4 6.8 5.9 7 m/5.4 3 6.8 6. 5.6 5. angle 7 45.7 m Length 45.7.3 7.4 33.5 39.6 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 angle 53.0 49.3 45.4 4.9 33.4 5.8 46..9 36.6 33. 30. 4 47.5 44.6 43. 4.6 38. 34. 9.8 4.7 7.3 6.4.0 m/6. 4.4 m/3.6 45.7.7 36.5 33.0 30. 3.6 4.9 4. 3..6..5.5.5.5 38.5 36.4 34.4 3.3 8.4.7 3 m/9.3.3 36.4 3.9 7.5 3.5 0.4.0 m/5.6 35. 34.9 34.6 33.8 3.6 35.0 3.3 3.6 30. 9.6 8.8 7. 4.4 3.3 0.7 0..0 m/9. 4.6 5.7 m/3.7 3.0.3 5.8.9.6.0.5 0.7 5.0 m/.0 9.9 0.4 9.6 5 m/9.5 9.4 8.7 60.0 m/8.3 4 4 3 3 Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. 9 Refer to notes P5 and P6.

Unit: metric ton Counterweight: 90.0 t, Carbody weight: t 45.7 m Length 5.8 m Length 45.7 45.7 5.8 57.9 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 8. 7.5 7. 6.6 4.7.5 0.4 4.7 4 m/.8 7. 6.6 3.0 5.6 4 m/.9.3.4..8.5 0.6 9.6 5.8.4 0.8 0.8 9.8 7.9 6. 4.5.9.4 5.0 m/0.4 8.3 7.7 7.4 7. 6. 4.6 3...0 0. 5.3 3.8.5.4 0.5 5.0 m/3.3 0. 9.3 9. 9.8 9.3 9.6 9. 8.4 8.5 8. 8.4 8.8 8.6 7 8.3 64.0 m/ 7.7 7.3 6.6 7.3 6.6 5.9 m/5.6 60.0 m/7.7 7.7 64.0 m/ 7. 6.4 5.8 6.3 5.6 5. 4.6 6.3 6. 5.9 5.4 4.6 3. 0.9 9. 8.5 7.5 5.6 5.3 3.8.5.4 0.4 9.5 8.8 8. 7.5 6.6 5 m/ 8.5 7.7 6. 5.6 4.8 64.0 m/6.4 6. 5.5 4.9 4.4 4.0 3 5.8.3 7.4 33.5 39.6 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 5.4 47. 4.6 38.8 35.5 3.5 5.8 45.8.6 36.3 3.9 9.9.5.5.5.5 39. 35.8 33.0 30.5 8.3 5.5.5.3 36. 3.6 7..5.5.5 38.7 35.6 3.9 30.6 8.4 6.5 39.8 35.9 3.5 9.6 7. 3 m/7.7 3.3 3. 3. 6.5.0 m/5. 3 m/9.9 0. 4.5 3.6 4..0 m/ 3.9.5.6.3 4 m/.9 0.4 5.0 m/9.9.0 9.9 0. 9. 8.3 3.7 3.3 3.9 3.5 3. 3.7 30. 3. 8. 9.3 6.3 3. 3.0 0.6 9.9 6. 7.5 5.6. 0.8 8.8 8.8 7.9 60.0 m/8.4 7. 64.0 m/6.8 4 3 3 3 5.8 45.7 5.8 57.9 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 6. 5.9 5.7 5.4 5. 4.8 4.5.5 0.5 4.9 4 m/3.0 5.7 5.4.7 7.3 5.4 3.8 0.6. 0.9 0.6 0.3 9.4 7.4 5.6 3.9.3 0.7 0.5 9.5 7.7 5.9 4.3.7.3 7.3 6.7 6.4 6. 4.5 3..0 0. 5. 3.7.4.4 0.4 5.0 m/3. 9.5 9. 9.9 9. 9.3 9.6 8.5 8.5 8. 7.3 8.7 7 7. 6.8 6. 5.6 7.4 6.7 6. m/5.8 6.4 5.8 5. 4.6 7 m/4.4 60.0 m/6.4 64.0 m/ 7. 6.4 5.8 5. 4.7 5.7 5.4 5. 4.8 4.5 3..9 0.9 9. 8.5 6.3 4.4 3.0 m/4.5 3.7.4.3 0.3 9.5 8.7 8. 7.5 5.4 4.8 4.3 3.9 3.5 5.7 6. 5.6 5.0 4.5 80.0 m/4. 6 m/4.9 4.7 4. 3.7 3.3 8 84.0 m/3. Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P5 and P6. angle 7 angle 7 8 angle 30

Unit: metric ton Counterweight: 90.0 t, Carbody weight: t 57.9 m Length 57.9.3 7.4 33.5 39.6 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63.5 38.4 35.4 33.0 7.5 5..5 37.3 33.7 30.7 5.7 3.6 5.8 3.8 m/.8 m/3.0. 4 m/0.5 39.5 35.7 3.4 9.6 7. 5. 3.3.6 0. 36.3 33.0 30. 7.7 5.5 3.6 0.4 3 m/ 3.6 0.8 37. 35.5 3.3 9.6 7. 5. 3.3.7 0. 7.7 3 m/6.5 3.8 30. 5.5 3.6 0.5 7.9 5.7 4 m/0. 8.7 5.0 3..6 0..7 0.4 9.4 5 m/ 5.0 m/8.8 8.3 7.4 60.0 m/ 7.7 5.6 3.8 5.3 3.5 0.4 7.9 5.8 4 m/3. 4 m/0.7 0. 9. 8. 7.4 5 m/7.4 6.3 5.7 3 3 3 angle 57.9 45.7 5.8 57.9 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 4.5 4. 3.9 6.4 4.9 3.6 3..5 5.6 3.8 4.3.8 9.8 7.5 5.5 9.4 9. 8.8 8.5 7. 5.4 3.8 9.3 7.4 5.7 4. 6. 5.8 5.6 4.4 3..9 3.0 m/ 5. 3.6.4 4.7 4.5 4.3 4. 3.0.8 0.8 3.0 m/4.4 3.7.3..4 3.9..6 0.9.3 9.9 0. 4 m/.7.4 5.0 m/9.3 0.6. 0.3 9. 9.4 5.0 m/.8 8.8 9. 9.8 5 m/7.9 7.9 9.5 8.6 7.9 60.0 m/6.5 8.5 7.5 8.5 60.0 m/6.8 5.0 7. 6. 6.7 64.0 m/5. 60.0 m/5. 7.5 6.4 3.3 6.8 6. 7 8 6.4 6 m/6. 5.5 5.0 m/4.7 5.4 4.9 4.9 4.4 3.9 3.5 64.0 m/6.4 5.7 5. 4.6 4. 80.0 m/3.9 6 m/4.3 4.0 3.6 3..8 84.0 m/.6 4.7 6 m/3.7 5.5 4.9 4.4 3.9 3.5 3.9 3.4 3.0.6 angle 7 8 Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P5 and P6. 3

Unit: metric ton Counterweight: 90.0 t, Carbody weight: t m Length 30.5 33.5 39.6 45.7 angle 88 83 68 63 88 83 68 63 88 83 68 63 88 83 68 63 35.0 3.6 8.7 6. 4.. 0.6 9. 5.5 9.4 4.6.7.0 8. 5.7 6.. 0.5 7.7 5.5 3 m/4.5 5.8 3.8 0.4 7.7 5.5 3.8 0.4 5.4 3.6 m/. 3.7.5 0. 9. 5.0 m/8.5 7. 60.0 m/6.8. 8. 7.9 7. 6.4 3.6 3.3 3.0.8 3.6.8 0. 5.4 3.6. 4 m/.4 8.7 0. 8.8 7.5 5.3 0.7 4 m/0. 6.7 5.4 6 m/5..6 0. 7.5 5.3. 0.8 9.6 8.3 7.4 6.7 5.6 5.0 6 m/5.7 4.5 4. 3 angle 5.8 57.9 angle 88 83 68 63 88 83 68 63 88 83 68 63 9.4 9. 8.8 8.5 7.5 6.4 4.5.9.6 0.4 9.5 8.6 8.6 6.4 4.5.9.5 0.3 9.3 5 m/7.5 5.9 5.7 5.5 5.3 5...0 7. 3.0 m/5.5 4.6 3.0.7 0.7 4.5 4.3 4. 3.9 3.7 3.0.8 0.7 9.8 8.4 6.3 3.0 m/4. 3.6.3. 0. 9.3 8.6 8.4 60.0 m/7.7 7. 6.3 5.3 60.0 m/4.4 8. 6.5 60.0 m/6.3 4.4.8 7.9 6. 5.8 5.6 4.4 4.8 5.3 4. 5. 7 5.0 4.5 3.9 3.5 3. 80.0 m/.9 4.7 4. 3.8 80.0 m/3.6 3.6 3..8 6 m/3. 4.6 4.0 3.6 3. m/3. 3.0 7 m/.8 angle 7 Note: Ratings according to EN3000. Ratings shown in are determined by the strength of the boom or other structural components. Refer to notes P5 and P6. 3