GTC-400EX 40t Telescopic Boom Crawler Crane

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GENERAL DATA CRANE CAPACITY 40t at 3.0m BOOM 4-section, 10.4 m 32.0 m DIMENSION Overall Length 13.31 m Overall Width (tracks extended) 5.59 m Overall Width (tracks retracted) 3.66 m Overall Height 3.05 m MASS Gross Vehicle Mass (Standard 42,590 kg Equipment Package) PERFORMANCE Travel Speed 1.3 km/h - 2.1 km/h Gradeability 68% CRANE SPECIFICATION MODEL GTC-400EX CAPACITY 40t at 3.0m BOOM 4-section full power synchronized telescoping boom. Synchronized telescoping system consists of two double acting hydraulic cylinders with load holding valves and extension and retraction cables. Retracted Length: 10.4 m Extended Length: 32.0 m Extension Time: 91 s Elevating Angles: -1 to 78 Elevating Time: 64 s Boom Head: Six, 483 mm diameter cast nylon sheaves on heavy-duty roller bearings AUXILIARY BOOM HEAD Quick reeve, single 483 mm diameter high-strength, cast nylon sheave mounted on a heavy-duty roller bearing. HOOK BLOCKS Hook Block:40t hook block - Four 483 mm diameter sheaves mounted on heavy duty roller bearings with swivel hook and safety latch. Headache Ball: 11t ball includes a swivel hook with a safety latch. WINCHES Planetary geared two-speed winch includes a bent axis hydraulic motor, multi-disc internal brake, and counterbalance valve. Drum rotation indicator is included (complete winch performance specs on Page 3) Main Winch - Rope Diameter and Length: 16mm x 152m - Single line pull: 69.5 kn (first layer) - Single line speed: 75.0 m/min (at the 4th layer) Auxiliary Winch - Rope Diameter and Length: 16mm x 107m - Single line pull: 69.5 kn (first layer) - Single line speed: 75.0 m/min (at the 4th layer) TRAVEL Each side frame contains a pilot controlled, two-speed track drive with hydraulic axial piston motor and parking brake. Travel system provides skid steering and counter rotation. Low travel speed: 1.3 km/h High travel speed : 2.1 km/h Gradeability (unladen): 68% COUNTERWEIGHT 6,804kg single piece counterweight can be removed and installed via a pendant attached to the boom SWING Gear motor driving a planetary gear reducer with a shaft mounted pinion, external gear shear ball slew bearing bolted to the superstructure and the carbody allows the superstructure to rotate 360. Dual mode swing, lock/free swing selectable. Swing Speed: 0-2.2 rpm Swing Parking Brake: Spring applied failsafe brake with hydraulic release that is controlled from the operators cab Swing Service Brake: Hydraulically applied, controlled through foot actuated pedal House Lock System: 2-position, manually pinned LOAD MOMENT INDICATOR TADANO AML-C Rated Capacity Limiter and Anti-Two Block system Control function shutdown. Audible and visual warnings LCD screen provides a continuous display of working boom length, boom angle, working load radius, tip height, parts-of-line (operator set), machine track configuration (operator set), relative load moment, maximum permissible load and actual load. Anti-two block weight allows quick reeving of hook blocks. Optional 3-color light bar for external indication of load state. FRAME The frame is an all-steel, welded structure, precision machined to accept attachment of the boom and swing components.

OPERATORS CAB Fully-enclosed, air conditioned all-steel modular cab with lockable swinging door, acoustical lining, anti-slip floor and tinted safety glass. Rear view cameras are appropriately located as are three remote control work lights. Vent window in the rear of the cab. Grab bars and steps are located for easy access to the cab. Defroster, heater, circulating fan 2-speed windshield wiper, top glass wiper Six-way adjustable fabric seat with headrest, seat belt Dome light Dry-chemical fire extinguisher Four-way electronic armrest mounted joysticks control swing, main winch, auxiliary winch and boom hoist. Foot pedals control the travel boom extend and swing service brake functions. Seat and armrest termination switches immediately disable all hydraulic functions as the operator rises from the seat or lifts the left hand armrest. Dash instrumentation: tachometer, voltmeter, oil pressure gauge, temperature gauge, hour meter and fuel gauge. Indicators are provided for crane level, load moment, drum rotation, air filter restriction, hydraulic oil temperature and filter restriction, engine oil pressure and temperature. ENGINE Make/ Model: Cummins QSB 6.7 Type: 6 Cylinder, Water cooled, 4 Cycle Aspiration: Turbocharged and Aftercooled Max.Output: 194 kw (260 hp) @ 2200 RPM Max Torque: 987 Nm (728 Lb-ft) @ 1500 RPM Piston Disp: 6.7 liter Bore x Stroke: 107mm x 124mm Emission Cert: U.S. EPA Tier 3, Euromot Stage IIIA Alternator: 130 amp ELECTRICAL SYSTEM 12 VDC FUEL SYSTEM Capacity: 303 liter Filtration: Inline fuel/water separator and engine mounted fuel filter HYDRAULIC SYSTEM Hydraulic Pumps: Two high pressure, variable axial piston pumps with load sense and power limiting control for crane functions. One variable axial piston pump for cooling loop. Directional Valves: Multiple pressure and flow compensated valves with integrated relief valves Pump output: 583 liter/min @ 2100 RPM engine speed. 330 bar maximum pressure Reservoir 1,136 liter capacity, spin-on filler/breather, sight gauge, cleanout, and sump drain. Filtration: 5 micron, full flow tank mounted return filters with electrical clogging indicator. 5 micron pilot oil in-line pressure filter with electrical clogging indicator. Diagnostic ports provided for system, load sense, and pilot pressure SIDE FRAMES Two welded steel side frames are paired with a track group. The side frames extend and retract hydraulically and are controlled from the cab. Track Rollers: Two top and thirteen bottom sealed rollers on each track frame Idler: Oil filled, self lubricating with spring type tensioner Track Shoes: 900mm, 3-bar semi grouser OPTIONAL EQUIPMENT Boom Extension: Lattice type, swing away - Length: 9.1m - Head: Two, 483 mm diameter cast nylon sheaves on heavy-duty roller bearings - Max. Lifting Height: 41.2m Boom Jib: Lattice type, swing away, stores along boom extension - Length: 6.1m - Offset Angles: 15 & 30 - Max. Lifting Height: 47.0m Track Shoes: 760 mm 3-bar semi grouser Auger Ready Package: Includes hoses, fasteners and stowage bracket assembly mounted to the base section of the boom with a flow capability of 130 liter/min Complete Auger Package: Adds a two speed auger motor/gear box and one 1,52m kelly bar to the Auger Ready Package. Tool Circuit: Provides 23 liter/min and 45 liter/min at 176 bar through a 15,24m twin hose reel with quick disconnect fittings to operate open center tools. Free Fall Hoists: All winches are available in controlled free fall configurations. 3 Color light bar for external load indication. Pole Claw: Heavy duty pole claw with hydraulic open/ close and tilt. Access Walkways Clip on flat track shoes Specifications are subject to change without prior notice. 2

MAIN WINCH Planetary geared two-speed winch includes a bent axis, variable displacement hydraulic motor and a multi-disc internal brake. Wire Rope: 152 m, 16 mm - FLEX-X 35 Rotation Resistant pulls are not based on wire rope strength. Drum rotation indicator is standard.indicator is standard. Rope Layer Maximum Pull (kn) Full Load Speed (m/min.) Layer Total 1 69.5 56 32 32 2 62.6 63 35 67 3 56.9 69 39 106 4 52.1 75 42 148 5 48.1 82 46 194 6 44.7 88 50 244 AUXILIARY WINCH Planetary geared two-speed winch includes a bent axis, variable displacement hydraulic motor and a multi-disc internal brake. Wire Rope: 107 m 16 mm FLEX-X 35 Rotation Resistant pulls are not based on wire rope strength. Drum rotation indicator is standard. Rope Layer Maximum Pull (kn) Full Load Speed (m/min.) Layer Total 1 69.5 56 32 32 2 62.6 63 35 67 3 56.9 69 39 106 4 52.1 75 42 148 MACHINE WEIGHTS STANDARD CRANE WITH 4 SECTION 32 m BOOM, 1 PIECE COUNTERWEIGHT & 900 mm TRACK SHOES 40,780 kg Crane Less Counterweights and Track Frames 23,280 kg Counterweight 6,804 kg Track Frames, 2 pieces 5,350 kg each 10,700 kg Auxiliary Winch with Standard Rope 311 kg Auxiliary Nose Sheave 95 kg 11t Headache Ball 183 kg 40t Hook Block 544 kg OPTIONAL EQUIPMENT 9,1 m Lattice Extension 771 kg 6,1 m Jib (connects to head of Lattice Extension ONLY) 318 kg Auger Ready Package 200 kg Complete Auger Package 690 kg 1,5m Auger Kelly Bar 54 kg 1,8 m Auger Kelly Bar 64 kg Specifications are subject to change without prior notice. 3

DIMENSIONS WIDTHS, WEIGHTS, AND GROUND PRESSURES* Shoe Width Overall Width Retracted Extended Area Ground Pressure Working Weight 610 mm 3.35 m 5.22 m 6.04 m² 0.68 kg/cm² 40,800 kg 760 mm 3.51 m 5.39 m 7.55 m² 0.51 kg/cm² 41,700 kg 900 mm 3.66 m 5.59 m 9.06 m² 0.47 kg/cm² 42,590 kg * Crane equipped with: 34m boom, extension, jib, 40 ton hook block, 11 ton headache ball 4

32M MAIN BOOM, 9.1M EXTENSION & 6.1M JIB 1.5 m 1.5 m 1.5 m 1.5 m 5

NO TRAVEL LEVEL 0 TO 1 MAIN BOOM with TRACKS FULLY EXTENDED 6.8t COUNTERWEIGHT MAIN BOOM LENGTH 10.4 12.8 15.2 17.6 21.2 24.8 28.4 32.0 s s s s s s s s 3.0 68.4 40.8 72.7 36.3 75.5 31.8 77.6 27.6 3.5 65.4 39.1 70.3 35.6 73.6 29.7 75.9 25.6 3.5 4.0 62.2 35.3 67.9 33.0 71.6 27.8 74.2 23.8 76.9 21.3 4.0 4.5 59.0 30.6 65.4 29.5 69.5 26.1 72.5 22.1 75.5 20.5 4.5 5.0 55.6 28.7 62.9 27.5 67.5 25.1 70.7 20.9 74.1 19.3 76.5 16.9 5.0 6.0 48.3 22.9 57.6 23.3 63.3 22.3 67.2 18.4 71.3 16.8 74.1 14.7 76.2 13.6 6.0 7.0 40.0 16.9 51.9 17.3 58.9 17.3 63.6 16.4 68.4 15.0 71.7 13.0 74.1 12.3 75.9 11.2 7.0 8.0 29.7 13.1 45.8 13.5 54.3 13.5 59.8 13.4 65.4 13.4 69.2 11.6 72.0 10.9 74.1 9.9 8.0 9.0 12.3 10.4 38.9 10.9 49.4 10.8 55.9 10.8 62.4 11.5 66.7 10.5 69.8 9.8 72.2 8.8 9.0 10.0 30.6 8.9 44.0 8.9 51.8 8.8 59.2 9.5 64.1 9.6 67.6 8.8 70.3 7.9 10.0 11.0 19.0 7.4 38.1 7.4 47.4 7.4 56.0 8.0 61.5 8.3 65.4 8.0 68.3 7.1 11.0 12.0 31.1 6.3 42.7 6.2 52.6 6.9 58.8 7.1 63.2 7.3 66.4 6.5 12.0 13.0 22.2 5.3 37.5 5.2 49.0 5.9 56.0 6.2 60.8 6.3 64.4 5.9 13.0 14.0 31.5 4.4 45.3 5.1 53.2 5.4 58.5 5.5 62.4 5.4 14.0 15.0 24.2 3.7 41.2 4.4 50.2 4.7 56.1 4.9 60.3 4.9 15.0 16.0 13.1 3.1 36.8 3.8 47.0 4.1 53.6 4.3 58.2 4.3 16.0 17.0 31.9 3.3 43.7 3.6 51.0 3.8 56.1 3.8 17.0 18.0 26.1 2.8 40.2 3.1 48.3 3.3 53.9 3.3 18.0 19.0 18.6 2.4 36.4 2.7 45.5 2.9 51.6 2.9 19.0 20.0 32.2 2.4 42.6 2.6 49.3 2.5 20.0 21.0 27.4 2.0 39.4 2.2 46.8 2.2 21.0 22.0 21.6 1.7 36.1 1.9 44.3 1.9 22.0 23.0 13.4 1.5 32.4 1.7 41.6 1.7 23.0 24.0 28.3 1.5 38.8 1.4 24.0 25.0 23.5 1.2 35.8 1.2 25.0 26.0 17.5 1.0 32.5 1.0 26.0 27.0 7.4 0.9 29.0 0.8 27.0 28.0 24.9 0.7 28.0 29.0 20.0 0.5 29.0 30.0 13.5 0.4 30.0 Parts of 8 8 7 6 5 4 3 3 Parts of Telescoping Sequence (%) I 0% 33% 67% 100% 100% 100% 100% 100% I II 0% 0% 0% 0% 25% 50% 75% 100% II III 0% 0% 0% 0% 25% 50% 75% 100% III Notes: 1. Capacities appearing above the bold line are based on structural strength. Capacities appearing below the bold line are based on stability and do not exceed 75% of tipping. 2. During operation the wind speed must not exceed 36 km/hr. 3. An * on the chart indicates positions without rated loads. These areas are susceptible to instability either in the forward direction or the backwards direction. Even without a load, the boom 6 should not be positioned in these specific configurations of the load chart to avoid tipping. Warning: All stowed load handling devices are considered loads. See deduction chart for values. 3.0

NO TRAVEL LEVEL 3 TO 4 MAIN BOOM with TRACKS FULLY EXTENDED 6.8t COUNTERWEIGHT MAIN BOOM LENGTH 10.4 12.8 15.2 17.6 21.2 24.8 28.4 32.0 s s s s s s s s 3.0 68.4 37.6 72.7 33.0 75.5 28.6 77.6 24.3 3.5 65.4 36.0 70.3 32.4 73.6 26.8 75.9 22.6 3.5 4.0 62.2 32.5 67.9 30.0 71.6 25.1 74.2 21.0 76.9 18.3 4.0 4.5 59.0 28.2 65.4 26.9 69.5 23.5 72.5 19.5 75.5 17.6 4.5 5.0 55.6 26.4 62.9 25.0 67.5 22.6 70.7 18.3 74.1 16.6 76.5 14.2 5.0 6.0 48.3 20.9 57.6 19.5 63.3 18.0 67.2 16.2 71.3 14.5 74.1 12.3 76.2 11.2 6.0 7.0 40.0 15.9 51.9 15.8 58.9 14.6 63.6 13.5 68.4 12.9 71.7 10.9 74.1 10.1 75.9 9.0 7.0 8.0 29.7 12.2 45.8 12.7 54.3 12.1 59.8 11.2 65.4 11.1 69.2 9.7 72.0 8.9 74.1 7.9 8.0 9.0 12.3 9.6 38.9 10.2 49.4 10.1 55.9 9.4 62.4 9.5 66.7 8.8 69.8 8.0 72.2 7.0 9.0 10.0 30.6 8.3 44.0 8.3 51.8 8.0 59.2 8.2 64.1 7.9 67.6 7.2 70.3 6.3 10.0 11.0 19.0 6.8 38.1 6.8 47.4 6.7 56.0 7.1 61.5 6.9 65.4 6.6 68.3 5.7 11.0 12.0 31.1 5.7 42.7 5.6 52.6 6.2 58.8 6.1 63.2 6.0 66.4 5.2 12.0 13.0 22.2 4.8 37.5 4.7 49.0 5.4 56.0 5.4 60.8 5.3 64.4 4.7 13.0 14.0 31.5 4.0 45.3 4.6 53.2 4.8 58.5 4.7 62.4 4.4 14.0 15.0 24.2 3.3 41.2 4.0 50.2 4.2 56.1 4.2 60.3 4.0 15.0 16.0 13.1 2.8 36.8 3.4 47.0 3.7 53.6 3.7 58.2 3.5 16.0 17.0 31.9 3.0 43.7 3.2 51.0 3.3 56.1 3.1 17.0 18.0 26.1 2.6 40.2 2.8 48.3 3.0 53.9 2.8 18.0 19.0 18.6 2.2 36.4 2.4 45.5 2.6 51.6 2.5 19.0 20.0 32.2 2.1 42.6 2.3 49.3 2.2 20.0 21.0 27.4 1.8 39.4 2.0 46.8 1.9 21.0 22.0 21.6 1.6 36.1 1.8 44.3 1.7 22.0 23.0 13.4 1.3 32.4 1.5 41.6 1.5 23.0 24.0 28.3 1.3 38.8 1.3 24.0 25.0 23.5 1.1 35.8 1.1 25.0 26.0 17.5 0.9 32.5 0.9 26.0 27.0 7.4 0.8 29.0 0.8 27.0 28.0 24.9 0.6 28.0 29.0 20.0 0.5 29.0 30.0 13.5 0.3 30.0 Parts of 8 8 7 6 5 4 3 3 Parts of Telescoping Sequence (%) I 0% 33% 67% 100% 100% 100% 100% 100% I II 0% 0% 0% 0% 25% 50% 75% 100% II III 0% 0% 0% 0% 25% 50% 75% 100% III Notes: 1. Capacities appearing above the bold line are based on structural strength. Capacities appearing below the bold line are based on stability and do not exceed 75% of tipping. 2. During operation the wind speed must not exceed 36 km/hr. 3. An * on the chart indicates positions without rated loads. These areas are susceptible to instability either in the forward direction or the backwards direction. Even without a load, the boom 7 should not be positioned in these specific configurations of the load chart to avoid tipping. Warning: All stowed load handling devices are considered loads. See deduction chart for values. 3.0

TRAVEL SPEEDS UP TO 1.0 km/h LEVEL 0 TO 2 MAIN BOOM with TRACKS FULLY EXTENDED 6.8t COUNTERWEIGHT MAIN BOOM LENGTH 10.4 12.8 15.2 17.6 21.2 24.8 28.4 32.0 s s s s s s s s 3.0 68.4 40.8 72.7 36.3 75.5 31.8 77.6 27.6 3.5 65.4 39.1 70.3 35.6 73.6 29.7 75.9 25.6 3.5 4.0 62.2 35.3 67.9 33.0 71.6 27.8 74.2 23.8 76.9 21.3 4.0 4.5 59.0 30.6 65.4 29.5 69.5 26.1 72.5 22.1 75.5 20.5 4.5 5.0 55.6 28.7 62.9 27.5 67.5 25.1 70.7 20.9 74.1 19.3 76.5 16.5 5.0 6.0 48.3 19.9 57.6 20.3 63.3 19.9 67.2 18.4 71.3 16.8 74.1 14.4 76.2 13.1 6.0 7.0 40.0 14.7 51.9 15.1 58.9 15.0 63.6 14.9 68.4 14.8 71.7 12.8 74.1 11.8 75.9 10.7 7.0 8.0 29.7 11.4 45.8 11.8 54.3 11.7 59.8 11.6 65.4 12.3 69.2 11.4 72.0 10.5 74.1 9.4 8.0 9.0 12.3 9.0 38.9 9.5 49.4 9.4 55.9 9.4 62.4 10.0 66.7 10.2 69.8 9.4 72.2 8.3 9.0 10.0 30.6 7.8 44.0 7.8 51.8 7.7 59.2 8.3 64.1 8.5 67.6 8.5 70.3 7.5 10.0 11.0 19.0 6.5 38.1 6.5 47.4 6.4 56.0 7.0 61.5 7.2 65.4 7.4 68.3 6.8 11.0 12.0 31.1 5.4 42.7 5.4 52.6 6.0 58.8 6.2 63.2 6.4 66.4 6.2 12.0 13.0 22.2 4.6 37.5 4.6 49.0 5.1 56.0 5.4 60.8 5.5 64.4 5.5 13.0 14.0 31.5 3.9 45.3 4.5 53.2 4.7 58.5 4.8 62.4 4.8 14.0 15.0 24.2 3.3 41.2 3.9 50.2 4.1 56.1 4.2 60.3 4.2 15.0 16.0 13.1 2.8 36.8 3.4 47.0 3.6 53.6 3.7 58.2 3.7 16.0 17.0 31.9 2.9 43.7 3.2 51.0 3.3 56.1 3.3 17.0 18.0 26.1 2.6 40.2 2.8 48.3 2.9 53.9 2.9 18.0 19.0 18.6 2.2 36.4 2.5 45.5 2.6 51.6 2.6 19.0 20.0 32.2 2.2 42.6 2.3 49.3 2.3 20.0 21.0 27.4 1.9 39.4 2.1 46.8 2.0 21.0 22.0 21.6 1.6 36.1 1.8 44.3 1.8 22.0 23.0 13.4 1.4 32.4 1.6 41.6 1.5 23.0 24.0 28.3 1.3 38.8 1.3 24.0 25.0 23.5 1.1 35.8 1.1 25.0 26.0 17.5 1.0 32.5 0.9 26.0 27.0 7.4 0.8 29.0 0.8 27.0 28.0 24.9 0.6 28.0 29.0 20.0 0.5 29.0 30.0 13.5 0.3 30.0 Parts of 8 8 7 6 5 4 3 3 Parts of Telescoping Sequence (%) I 0% 33% 67% 100% 100% 100% 100% 100% I II 0% 0% 0% 0% 25% 50% 75% 100% II III 0% 0% 0% 0% 25% 50% 75% 100% III Notes: 1. Capacities appearing above the bold line are based on structural strength. Capacities appearing below the bold line are based on stability and do not exceed 66.6% of tipping. 2. During operation the wind speed must not exceed 36 km/hr. 3. An * on the chart indicates positions without rated loads. These areas are susceptible to instability either in the forward direction or the backwards direction. Even without a load, the boom 8 should not be positioned in these specific configurations of the load chart to avoid tipping. Warning: All stowed load handling devices are considered loads. See deduction chart for values. 3.0

NO TRAVEL LEVEL 0 TO 1 MAIN BOOM with TRACKS FULLY EXTENDED 0t COUNTERWEIGHT MAIN BOOM LENGTH 10.4 12.8 15.2 17.6 21.2 24.8 28.4 32.0 s s s s s s s s 3.0 68.4 40.8 72.7 36.3 75.5 31.8 77.6 27.6 3.5 65.4 39.1 70.3 35.6 73.6 29.7 75.9 25.6 3.5 4.0 62.2 31.7 67.9 29.1 71.6 27.3 74.2 23.8 76.9 21.3 4.0 4.5 59.0 25.2 65.4 23.4 69.5 22.3 72.5 20.9 75.5 19.8 4.5 5.0 55.6 20.6 62.9 19.3 67.5 18.6 70.7 17.5 74.1 16.8 76.5 16.1 5.0 6.0 48.3 13.9 57.6 13.9 63.3 13.6 67.2 13.0 71.3 12.7 74.1 12.3 76.2 11.9 6.0 7.0 40.0 9.9 51.9 10.1 58.9 10.4 63.6 9.9 68.4 9.9 71.7 9.7 74.1 9.5 75.9 9.2 7.0 8.0 29.7 7.2 45.8 7.5 54.3 8.0 59.8 7.8 65.4 7.9 69.2 7.9 72.0 7.7 74.1 7.6 8.0 9.0 12.3 5.4 38.9 5.7 49.4 6.2 55.9 6.2 62.4 6.4 66.7 6.4 69.8 6.4 72.2 6.3 9.0 10.0 30.6 4.3 44.0 4.9 51.8 4.9 59.2 5.2 64.1 5.3 67.6 5.3 70.3 5.3 10.0 11.0 19.0 3.2 38.1 3.8 47.4 3.8 56.0 4.2 61.5 4.4 65.4 4.4 68.3 4.4 11.0 12.0 31.1 2.9 42.7 3.0 52.6 3.4 58.8 3.6 63.2 3.7 66.4 3.7 12.0 13.0 22.2 2.2 37.5 2.3 49.0 2.7 56.0 3.0 60.8 3.1 64.4 3.2 13.0 14.0 31.5 1.7 45.3 2.1 53.2 2.5 58.5 2.6 62.4 2.7 14.0 15.0 24.2 1.2 41.2 1.7 50.2 2.0 56.1 2.1 60.3 2.2 15.0 16.0 13.1 0.8 36.8 1.2 47.0 1.6 53.6 1.7 58.2 1.8 16.0 17.0 31.9 0.9 43.7 1.2 51.0 1.4 56.1 1.5 17.0 18.0 26.1 0.6 40.2 0.9 48.3 1.1 53.9 1.2 18.0 19.0 18.6 0.3 36.4 0.6 45.5 0.8 51.6 1.0 19.0 20.0 32.2 0.4 42.6 0.6 49.3 0.7 20.0 21.0 27.4 * 39.4 0.4 46.8 0.5 21.0 22.0 21.6 * 36.1 * 44.3 0.3 22.0 23.0 13.4 * 32.4 * 41.6 * 23.0 24.0 28.3 * 38.8 * 24.0 25.0 23.5 * 35.8 * 25.0 26.0 17.5 * 32.5 * 26.0 27.0 7.4 * 29.0 * 27.0 28.0 24.9 * 28.0 29.0 20.0 * 29.0 30.0 13.5 * 30.0 Parts of 8 8 7 6 5 4 3 3 Parts of Telescoping Sequence (%) I 0% 33% 67% 100% 100% 100% 100% 100% I II 0% 0% 0% 0% 25% 50% 75% 100% II III 0% 0% 0% 0% 25% 50% 75% 100% III Notes: 1. Capacities appearing above the bold line are based on structural strength. Capacities appearing below the bold line are based on stability and do not exceed 75% of tipping. 2. During operation the wind speed must not exceed 36 km/hr. 3. An * on the chart indicates positions without rated loads. These areas are susceptible to instability either in the forward direction or the backwards direction. Even without a load, the boom 9 should not be positioned in these specific configurations of the load chart to avoid tipping. Warning: All stowed load handling devices are considered loads. See deduction chart for values. 3.0

NO TRAVEL LEVEL 3 TO 4 MAIN BOOM with TRACKS FULLY EXTENDED 0t COUNTERWEIGHT MAIN BOOM LENGTH 10.4 12.8 15.2 17.6 21.2 24.8 28.4 32.0 s s s s s s s s 3.0 68.4 37.6 72.7 32.9 75.5 28.6 77.6 24.3 3.0 3.5 65.4 30.1 70.3 26.1 73.6 23.2 75.9 20.7 3.5 4.0 62.2 24.2 67.9 21.3 71.6 19.3 74.2 17.4 76.9 15.8 4.0 4.5 59.0 19.9 65.4 17.8 69.5 16.4 72.5 14.9 75.5 13.7 4.5 5.0 55.6 16.7 62.9 15.1 67.5 14.1 70.7 12.9 74.1 12.0 76.5 11.1 5.0 6.0 48.3 12.3 57.6 11.3 63.3 10.7 67.2 9.9 71.3 9.4 74.1 8.9 76.2 8.4 6.0 7.0 40.0 9.1 51.9 8.6 58.9 8.4 63.6 7.8 68.4 7.5 71.7 7.2 74.1 6.9 75.9 6.5 7.0 8.0 29.7 6.6 45.8 6.7 54.3 6.7 59.8 6.2 65.4 6.1 69.2 5.9 72.0 5.7 74.1 5.5 8.0 9.0 12.3 4.8 38.9 5.1 49.4 5.4 55.9 5.0 62.4 5.0 66.7 4.9 69.8 4.7 72.2 4.6 9.0 10.0 30.6 3.9 44.0 4.3 51.8 4.0 59.2 4.1 64.1 4.1 67.6 4.0 70.3 3.9 10.0 11.0 19.0 2.9 38.1 3.4 47.4 3.2 56.0 3.3 61.5 3.4 65.4 3.3 68.3 3.3 11.0 12.0 31.1 2.6 42.7 2.6 52.6 2.7 58.8 2.8 63.2 2.8 66.4 2.7 12.0 13.0 22.2 2.0 37.5 2.0 49.0 2.2 56.0 2.3 60.8 2.3 64.4 2.3 13.0 14.0 31.5 1.5 45.3 1.7 53.2 1.9 58.5 1.9 62.4 1.9 14.0 15.0 24.2 1.1 41.2 1.3 50.2 1.5 56.1 1.5 60.3 1.6 15.0 16.0 13.1 0.7 36.8 1.0 47.0 1.2 53.6 1.2 58.2 1.3 16.0 17.0 31.9 0.7 43.7 0.9 51.0 1.0 56.1 1.0 17.0 18.0 26.1 0.5 40.2 0.6 48.3 0.7 53.9 0.8 18.0 19.0 18.6 0.3 36.4 0.4 45.5 0.5 51.6 0.6 19.0 20.0 32.2 * 42.6 0.3 49.3 0.4 20.0 21.0 27.4 * 39.4 * 46.8 * 21.0 22.0 21.6 * 36.1 * 44.3 * 22.0 23.0 13.4 * 32.4 * 41.6 * 23.0 24.0 28.3 * 38.8 * 24.0 25.0 23.5 * 35.8 * 25.0 26.0 17.5 * 32.5 * 26.0 27.0 7.4 * 29.0 * 27.0 28.0 24.9 * 28.0 29.0 20.0 * 29.0 30.0 13.5 * 30.0 Parts of 8 8 7 6 5 4 3 3 Parts of Telescoping Sequence (%) I 0% 33% 67% 100% 100% 100% 100% 100% I II 0% 0% 0% 0% 25% 50% 75% 100% II III 0% 0% 0% 0% 25% 50% 75% 100% III Notes: 1. Capacities appearing above the bold line are based on structural strength. Capacities appearing below the bold line are based on stability and do not exceed 75% of tipping. 2. During operation the wind speed must not exceed 36 km/hr. 3. An * on the chart indicates positions without rated loads. These areas are susceptible to instability either in the forward direction or the backwards direction. Even without a load, the boom 10 should not be positioned in these specific configurations of the load chart to avoid tipping. Warning: All stowed load handling devices are considered loads. See deduction chart for values.

CHART #11 TRAVEL SPEEDS UP TO 1.0 km/h LEVEL 0 TO 2 MAIN BOOM with TRACKS FULLY EXTENDED 0t COUNTERWEIGHT MAIN BOOM LENGTH 10.4 12.8 15.2 17.6 21.2 24.8 28.4 32.0 s s s s s s s s 3.0 68.4 40.8 72.7 36.3 75.5 31.8 77.6 27.6 3.0 3.5 65.4 35.1 70.3 31.0 73.6 28.0 75.9 25.2 3.5 4.0 62.2 27.5 67.9 24.7 71.6 22.8 74.2 20.8 76.9 19.1 4.0 4.5 59.0 22.3 65.4 20.3 69.5 19.0 72.5 17.5 75.5 16.3 4.5 5.0 55.6 18.4 62.9 17.0 67.5 16.1 70.7 15.0 74.1 14.1 76.5 13.3 5.0 6.0 48.3 12.1 57.6 12.3 63.3 12.1 67.2 11.3 71.3 10.9 74.1 10.4 76.2 9.9 6.0 7.0 40.0 8.6 51.9 8.8 58.9 9.2 63.6 8.8 68.4 8.6 71.7 8.4 74.1 8.0 75.9 7.7 7.0 8.0 29.7 6.3 45.8 6.5 54.3 7.0 59.8 6.9 65.4 6.9 69.2 6.8 72.0 6.6 74.1 6.4 8.0 9.0 12.3 4.7 38.9 5.0 49.4 5.4 55.9 5.4 62.4 5.6 66.7 5.6 69.8 5.5 72.2 5.4 9.0 10.0 30.6 3.8 44.0 4.2 51.8 4.3 59.2 4.6 64.1 4.6 67.6 4.6 70.3 4.5 10.0 11.0 19.0 2.9 38.1 3.4 47.4 3.4 56.0 3.8 61.5 3.8 65.4 3.8 68.3 3.8 11.0 12.0 31.1 2.7 42.7 2.7 52.6 3.1 58.8 3.2 63.2 3.2 66.4 3.2 12.0 13.0 22.2 2.0 37.5 2.1 49.0 2.5 56.0 2.6 60.8 2.7 64.4 2.7 13.0 14.0 31.5 1.6 45.3 2.0 53.2 2.2 58.5 2.2 62.4 2.3 14.0 15.0 24.2 1.1 41.2 1.5 50.2 1.7 56.1 1.8 60.3 1.9 15.0 16.0 13.1 0.7 36.8 1.1 47.0 1.4 53.6 1.5 58.2 1.5 16.0 17.0 31.9 0.8 43.7 1.1 51.0 1.2 56.1 1.3 17.0 18.0 26.1 0.5 40.2 0.8 48.3 0.9 53.9 1.0 18.0 19.0 18.6 0.3 36.4 0.5 45.5 0.7 51.6 0.7 19.0 20.0 32.2 0.3 42.6 0.4 49.3 0.5 20.0 21.0 27.4 * 39.4 * 46.8 0.3 21.0 22.0 21.6 * 36.1 * 44.3 * 22.0 23.0 13.4 * 32.4 * 41.6 * 23.0 24.0 28.3 * 38.8 * 24.0 25.0 23.5 * 35.8 * 25.0 26.0 17.5 * 32.5 * 26.0 27.0 7.4 * 29.0 * 27.0 28.0 24.9 * 28.0 29.0 20.0 * 29.0 30.0 13.5 * 30.0 Parts of 8 8 7 6 5 4 3 3 Parts of Telescoping Sequence (%) I 0% 33% 67% 100% 100% 100% 100% 100% I II 0% 0% 0% 0% 25% 50% 75% 100% II III 0% 0% 0% 0% 25% 50% 75% 100% III Notes: 1. Capacities appearing above the bold line are based on structural strength. Capacities appearing below the bold line are based on stability and do not exceed 66.6% of tipping. 2. During operation the wind speed must not exceed 36 km/hr. 3. An * on the chart indicates positions without rated loads. These areas are susceptible to instability either in the forward direction or the backwards direction. Even without a load, the boom 11 should not be positioned in these specific configurations of the load chart to avoid tipping. Warning: All stowed load handling devices are considered loads. See deduction chart for values.

NO TRAVEL LEVEL 0 TO 1 MAIN BOOM with TRACKS RETRACTED 6.8t COUNTERWEIGHT MAIN BOOM LENGTH 10.4 12.8 15.2 17.6 21.2 24.8 28.4 32.0 s s s s s s s s 3.0 68.4 35.4 72.7 32.3 75.5 29.8 77.6 27.6 3.5 65.4 28.5 70.3 26.2 73.6 24.5 75.9 22.9 3.5 4.0 62.2 23.6 67.9 21.9 71.6 20.5 74.2 19.4 76.9 18.5 4.0 4.5 59.0 19.9 65.4 18.6 69.5 17.6 72.5 16.6 75.5 16.0 4.5 5.0 55.6 16.6 62.9 16.0 67.5 15.2 70.7 14.5 74.1 14.0 76.5 13.5 5.0 6.0 48.3 12.2 57.6 12.1 63.3 11.7 67.2 11.2 71.3 11.0 74.1 10.8 76.2 10.5 6.0 7.0 40.0 9.3 51.9 9.2 58.9 9.2 63.6 8.9 68.4 8.9 71.7 8.8 74.1 8.6 75.9 8.4 7.0 8.0 29.7 7.3 45.8 7.3 54.3 7.3 59.8 7.2 65.4 7.3 69.2 7.2 72.0 7.1 74.1 7.0 8.0 9.0 12.3 5.8 38.9 5.8 49.4 5.8 55.9 5.9 62.4 6.0 66.7 6.1 69.8 6.0 72.2 5.9 9.0 10.0 30.6 4.7 44.0 4.7 51.8 4.8 59.2 5.0 64.1 5.1 67.6 5.1 70.3 5.0 10.0 11.0 19.0 3.7 38.1 3.8 47.4 3.8 56.0 4.2 61.5 4.3 65.4 4.3 68.3 4.3 11.0 12.0 31.1 3.0 42.7 3.1 52.6 3.5 58.8 3.6 63.2 3.7 66.4 3.7 12.0 13.0 22.2 2.4 37.5 2.5 49.0 2.8 56.0 3.1 60.8 3.1 64.4 3.2 13.0 14.0 31.5 1.9 45.3 2.3 53.2 2.6 58.5 2.7 62.4 2.7 14.0 15.0 24.2 1.5 41.2 1.9 50.2 2.1 56.1 2.3 60.3 2.3 15.0 16.0 13.1 1.1 36.8 1.5 47.0 1.7 53.6 1.9 58.2 2.0 16.0 17.0 31.9 1.1 43.7 1.4 51.0 1.6 56.1 1.6 17.0 18.0 26.1 0.8 40.2 1.1 48.3 1.3 53.9 1.4 18.0 19.0 18.6 0.6 36.4 0.8 45.5 1.0 51.6 1.1 19.0 20.0 32.2 0.6 42.6 0.8 49.3 0.9 20.0 21.0 27.4 0.4 39.4 0.6 46.8 0.7 21.0 22.0 21.6 * 36.1 0.4 44.3 0.5 22.0 23.0 13.4 * 32.4 * 41.6 0.3 23.0 24.0 28.3 * 38.8 * 24.0 25.0 23.5 * 35.8 * 25.0 26.0 17.5 * 32.5 * 26.0 27.0 7.4 * 29.0 * 27.0 28.0 24.9 * 28.0 29.0 20.0 * 29.0 30.0 13.5 * 30.0 Parts of 8 8 7 6 5 4 3 3 Parts of Telescoping Sequence (%) I 0% 33% 67% 100% 100% 100% 100% 100% I II 0% 0% 0% 0% 25% 50% 75% 100% II III 0% 0% 0% 0% 25% 50% 75% 100% III Notes: 1. Capacities appearing above the bold line are based on structural strength. Capacities appearing below the bold line are based on stability and do not exceed 75% of tipping. 2. During operation the wind speed must not exceed 36 km/hr. 3. An * on the chart indicates positions without rated loads. These areas are susceptible to instability either in the forward direction or the backwards direction. Even without a load, the boom 12 should not be positioned in these specific configurations of the load chart to avoid tipping. Warning: All stowed load handling devices are considered loads. See deduction chart for values. 3.0

TRAVEL SPEEDS UP TO 1.0 km/h LEVEL 0 TO 2 MAIN BOOM with TRACKS RETRACTED 6.8t COUNTERWEIGHT MAIN BOOM LENGTH 10.4 12.8 15.2 17.6 21.2 24.8 28.4 32.0 s s s s s s s s 3.0 68.4 40.8 72.7 36.3 75.5 31.8 77.6 27.6 3.5 65.4 35.1 70.3 31.0 73.6 28.0 75.9 25.2 3.5 4.0 62.2 27.5 67.9 24.7 71.6 22.8 74.2 20.8 76.9 19.1 4.0 4.5 59.0 22.3 65.4 20.3 69.5 19.0 72.5 17.5 75.5 16.3 4.5 5.0 55.6 18.4 62.9 17.0 67.5 16.1 70.7 15.0 74.1 14.1 76.5 13.3 5.0 6.0 48.3 12.1 57.6 12.3 63.3 12.1 67.2 11.3 71.3 10.9 74.1 10.4 76.2 9.9 6.0 7.0 40.0 8.6 51.9 8.8 58.9 9.2 63.6 8.8 68.4 8.6 71.7 8.4 74.1 8.0 75.9 7.7 7.0 8.0 29.7 6.3 45.8 6.5 54.3 7.0 59.8 6.9 65.4 6.9 69.2 6.8 72.0 6.6 74.1 6.4 8.0 9.0 12.3 4.7 38.9 5.0 49.4 5.4 55.9 5.4 62.4 5.6 66.7 5.6 69.8 5.5 72.2 5.4 9.0 10.0 30.6 3.8 44.0 4.2 51.8 4.3 59.2 4.6 64.1 4.6 67.6 4.6 70.3 4.5 10.0 11.0 19.0 2.9 38.1 3.4 47.4 3.4 56.0 3.8 61.5 3.8 65.4 3.8 68.3 3.8 11.0 12.0 31.1 2.7 42.7 2.7 52.6 3.1 58.8 3.2 63.2 3.2 66.4 3.2 12.0 13.0 22.2 2.0 37.5 2.1 49.0 2.5 56.0 2.6 60.8 2.7 64.4 2.7 13.0 14.0 31.5 1.6 45.3 2.0 53.2 2.2 58.5 2.2 62.4 2.3 14.0 15.0 24.2 1.1 41.2 1.5 50.2 1.7 56.1 1.8 60.3 1.9 15.0 16.0 13.1 0.7 36.8 1.1 47.0 1.4 53.6 1.5 58.2 1.5 16.0 17.0 31.9 0.8 43.7 1.1 51.0 1.2 56.1 1.3 17.0 18.0 26.1 0.5 40.2 0.8 48.3 0.9 53.9 1.0 18.0 19.0 18.6 0.3 36.4 0.5 45.5 0.7 51.6 0.7 19.0 20.0 32.2 0.3 42.6 0.4 49.3 0.5 20.0 21.0 27.4 * 39.4 * 46.8 0.3 21.0 22.0 21.6 * 36.1 * 44.3 * 22.0 23.0 13.4 * 32.4 * 41.6 * 23.0 24.0 28.3 * 38.8 * 24.0 25.0 23.5 * 35.8 * 25.0 26.0 17.5 * 32.5 * 26.0 27.0 7.4 * 29.0 * 27.0 28.0 24.9 * 28.0 29.0 20.0 * 29.0 30.0 13.5 * 30.0 Parts of 8 8 7 6 5 4 3 3 Parts of Telescoping Sequence (%) I 0% 33% 67% 100% 100% 100% 100% 100% I II 0% 0% 0% 0% 25% 50% 75% 100% II III 0% 0% 0% 0% 25% 50% 75% 100% III Notes: 1. Capacities appearing above the bold line are based on structural strength. Capacities appearing below the bold line are based on stability and do not exceed 66.6% of tipping. 2. During operation the wind speed must not exceed 36 km/hr. 3. An * on the chart indicates positions without rated loads. These areas are susceptible to instability either in the forward direction or the backwards direction. Even without a load, the boom 13 should not be positioned in these specific configurations of the load chart to avoid tipping. Warning: All stowed load handling devices are considered loads. See deduction chart for values. 3.0

NO TRAVEL LEVEL 0 TO 1 AUXILIARY NOSE SHEAVE with TRACKS RETRACTED 6.8t COUNTERWEIGHT MAIN BOOM LENGTH 10.4 12.8 15.2 17.6 21.2 24.8 28.4 32.0 s s s s s s s s 3.0 68.4 5.0 72.7 5.0 75.5 5.0 77.6 5.0 3.0 3.5 65.4 5.0 70.3 5.0 73.6 5.0 75.9 5.0 3.5 4.0 62.2 5.0 67.9 5.0 71.6 5.0 74.2 5.0 76.9 5.0 4.0 4.5 59.0 5.0 65.4 5.0 69.5 5.0 72.5 5.0 75.5 5.0 4.5 5.0 55.6 5.0 62.9 5.0 67.5 5.0 70.7 5.0 74.1 5.0 76.5 5.0 5.0 6.0 48.3 5.0 57.6 5.0 63.3 5.0 67.2 5.0 71.3 5.0 74.1 5.0 76.2 5.0 6.0 7.0 40.0 5.0 51.9 5.0 58.9 5.0 63.6 5.0 68.4 5.0 71.7 5.0 74.1 5.0 75.9 5.0 7.0 8.0 29.7 5.0 45.8 5.0 54.3 5.0 59.8 5.0 65.4 5.0 69.2 5.0 72.0 5.0 74.1 5.0 8.0 9.0 12.3 5.0 38.9 5.0 49.4 5.0 55.9 5.0 62.4 5.0 66.7 5.0 69.8 5.0 72.2 5.0 9.0 10.0 30.6 4.6 44.0 4.6 51.8 4.7 59.2 4.9 64.1 5.0 67.6 5.0 70.3 4.9 10.0 11.0 19.0 3.6 38.1 3.7 47.4 3.7 56.0 4.1 61.5 4.2 65.4 4.2 68.3 4.2 11.0 12.0 31.1 2.9 42.7 3.0 52.6 3.4 58.8 3.5 63.2 3.6 66.4 3.6 12.0 13.0 22.2 2.3 37.5 2.4 49.0 2.7 56.0 3.0 60.8 3.0 64.4 3.1 13.0 14.0 31.5 1.8 45.3 2.2 53.2 2.5 58.5 2.6 62.4 2.6 14.0 15.0 24.2 1.4 41.2 1.8 50.2 2.0 56.1 2.2 60.3 2.2 15.0 16.0 13.1 1.0 36.8 1.4 47.0 1.6 53.6 1.8 58.2 1.9 16.0 17.0 31.9 1.0 43.7 1.3 51.0 1.5 56.1 1.5 17.0 18.0 26.1 0.7 40.2 1.0 48.3 1.2 53.9 1.3 18.0 19.0 18.6 0.5 36.4 0.7 45.5 0.9 51.6 1.0 19.0 20.0 32.2 0.5 42.6 0.7 49.3 0.8 20.0 21.0 27.4 0.3 39.4 0.5 46.8 0.6 21.0 22.0 21.6 * 36.1 0.3 44.3 0.4 22.0 23.0 13.4 * 32.4 * 41.6 0.2 23.0 24.0 28.3 * 38.8 * 24.0 25.0 23.5 * 35.8 * 25.0 26.0 17.5 * 32.5 * 26.0 27.0 7.4 * 29.0 * 27.0 28.0 24.9 * 28.0 29.0 20.0 * 29.0 30.0 13.5 * 30.0 Parts of 1 1 1 1 1 1 1 1 Parts of Telescoping Sequence (%) I 0% 33% 67% 100% 100% 100% 100% 100% I II 0% 0% 0% 0% 25% 50% 75% 100% II III 0% 0% 0% 0% 25% 50% 75% 100% III 14

CHART #31 & 32 NO TRAVEL LEVEL 0 TO 2 9.1m EXTENSION & 6.1m JIB with TRACKS FULLY EXTENDED 6.8t COUNTERWEIGHT 9.1m EXTENSION 6.1m JIB Total Boom Length Jib Offset Angles 19.5m Boom Angle to 32.0m > 32.0m 0 15 30 78º 8.2ǂ 6.4ǂ 3.0 1.8 1.0 75º 6.2ǂ 5.6ǂ 2.9 1.8 1.0 72º 5.2ǂ 4.5ǂ 2.5 1.6 0.9 70º 4.6ǂ 4.1ǂ 2.3 1.5 0.9 68º 4.0ǂ 3.6 2.1 1.4 0.8 65º 3.6 3.4 1.9 1.3 0.8 62º 3.3 2.7 1.8 1.2 0.8 60º 3.0 2.0 1.6 1.1 0.8 58º 2.8 1.8 1.5 0.9 0.6 55º 2.6 1.4 1.2 0.6 0.5 52º 2.4 1.1 0.9 0.3 0.2 50º 2.3 0.9 0.6 * * 48º 2.2 0.7 45º 2.1 0.5 Boom Angle 78º 75º 72º 70º 68º 65º 62º 60º 58º 55º 52º 50º 48º 45º ǂ 2 parts of line reeving required 15

GTC-400EX WIRE ROPE LINE PULL CAPACITIES PARTS OF LINE MAIN WINCH (kn) AUX WINCH (kn) PARTS OF LINE MAIN WINCH (kn) 1 52.3 52.3 5 261.8 2 104.7 104.7 6 314.2 3 157.1 N/A 7 366.5 4 209.4 N/A 8 418.9 19mm diameter wire rope, Flex-X 35 Rotation Resistant PLEASE READ, UNDERSTAND, AND FOLLOW THE MANUALS FURNISHED WITH THE CRANE (OPERATOR S AND SAFETY) AS WELL AS THE CAPACITY LIMITATIONS AND GENERAL CONDITIONS LISTED BELOW PRIOR TO OPERATION OF THE CRANE. FAILURE TO DO SO MAY RESULT IN AN ACCIDENT. Capacity Limitations and General Conditions: 1. This MANTIS CRANE as manufactured by Tadano Mantis Corporation meets the requirements of AS1418.5-2002. Structure and stability have been tested in accordance with this standard.modifications to the crane or use of optional equipment other than specified by the manufacturer can result in a reduction of capacity. 2. All lifting capacities are determined by boom length and load radius. 3. Rated capacity loads given are maximum covered by the manufacturer s warranty and are based on a freely suspended load with NO allowance for factors such as out-of-level operation (beyond the limits specified on the charts), supporting surface conditions, hazardous surroundings, experience of personnel, etc. The operator shall establish practical working loads based on prevailing operating conditions, such as, but not limited to the above. 4. All rated capacity loads shown apply to original equipment as supplied by Tadano Mantis Corporation. Lifting capacities for the main boom apply to a crane with no boom extensions or accessories mounted on the crane. 5. Lifting capacities in the structural area are based on AS 1418.5-2002. 6. Lifting capacities in the stability area are based on AS 1418.5-2002. 7. Maximum permissible wind speed for operation is 36 km/hr. 8. Boom positions without rated loads in the charts are prohibited. These areas are indicated by an * and are susceptible to instability either in the forward direction or the backwards direction. Even without a load, the boom should not be positioned in these specific configurations of the load chart to avoid tipping the crane. 9. Deductions from rated capacities must be made for the weight of the hook block, headache ball, slings, spreader bar, and any other suspended equipment. See Lifting Capacity Deduction Chart for load handling devices supplied by Tadano Mantis Corporation 10. It is permissible to attempt to telescope boom with a load within the limits of rated capacities. However, boom telescope system hydraulic pressure, and/or boom lubrication may affect operation. 11. Side pull on boom is extremely dangerous and must be avoided. 12. DO NOT exceed manufacturers maximum specified reeving. 13. DO NOT lift load or extend boom without proper configuration of crane per load chart selected. 14. Lifting capacities are subject to change without notice. 15. The above remarks are for information only. Always consult the operator s manual before operating this crane. Load moment indicating and anti-two block systems are operator aids and must never be used in lieu of job site lift planning calculations by the operator which must take into account ground conditions, weather and all other environmental factors prevailing at the time of the lift. Prices and specifications are subject to change at any time without prior notice and are for factory installation at the time of original manufacture. F.O.B Plant; Richlands, VA 24641. Illustrations and photographs may show optional equipment. Supercedes all previous issues. Please see www.mantiscranes.com for most current information. 16

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TADANO MANTIS CORPORATION 1705 Columbia Avenue Franklin, TN 37064 USA Toll-Free: 1-800-272-3325 Fax: 615-790-6803 mantiscranes.com TADANO Ltd.,International Division 4-12, Kamezawa 2-chome, Sumida-Ku, Tokyo 130-0014, Japan Tel: +81 3 3621 7750 Fax: +81 3 3621 7785 E-mail: tdnihq@tadano.co.jp www.tadano-global.com SPECIFICATION SHEET NO.542-11/13 AS