Specifications. Crawler Crane 110 Ton (99.8 metric ton) H5

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1 H5 1 Specifications Crawler Crane 11 Ton (99.8 metric ton) CUTION: This material is supplied for reference use only. Operator must refer to in--- cab Crane Rating Manual and Operator s Manual to determine allowable crane lifting capacities and assembly and operating procedures.

2 H5 1 General Dimensions English Metric Tailswing Of Counterweight m Maximum Live Mast Working Height m Foot Pin Diameter cm 4 (12.2m) Basic (4.3m) (6.2m) 82_ ngle 11 8 (3.6m) (2.9m) (3.48m) 7 6 (2.29m) (1.38m) (1.18m) 16 5 (5.m) (5.46m) (6.21m) (6.36m) (1.m) 36 (.91m) (.48m) 17 6 (5.33m) (Shown) (3.65m) * Nominal capacity rating may vary based on specification. Tube boom capacity with 4--sheave head machinery is 11--ton (99.8mt). Tube boom capacity with optional 3--sheave head machinery and CSRt rope is 1--ton (9.7mt). ngle boom capacity is 1--ton (9.7mt).

3 H5 Transportation Weights Base Crane: Rigid Backstops, 77 gal (291L) Of Fuel, Catwalks (Front nd Right Side), Lower Jacking System, 26 (7.9m) Live Mast, Bridle & Spreader Bar, 1--- part Hoist Reeving, 87 (265.18m) Of Type DB Front Hoist Rope, 65 (198.12m) Of Type RB Rear Hoist Rope. Item Description Base Crane 74,3 (33 579) 1 Gross Weight Transport s lb (kg) #1 #2 #3 #4 #5 dd Counterweight 25,35 (11 499) 1 dd B Counterweight 25,35 (11 499) 1 dd Side Frame (2 Required) 23,561 (1 687) 1 1 dd Hydraulic Third Drum Without Rope 1,85 (839) dd 2 (6.1m) Tube Base Section 1,991 (93) 1 dd 2 (6.1m) Tube Top Section 3,69 (1 674) 1 dd 1 (3.5m) Tube Extension With Pins nd Pendants 844 (383) 1 dd 2 (6.1m) Tube Extension With Pins nd Pendants 1,353 (614) 1 1 dd 3 (9.14m) Tube Extension With Pins and Pendants 1,894 (859) 1 1 dd 4 (12.19m) Tube Extension With Pins nd Pendants 2,357 (1 69) 1 1 dd 2 (6.1m) nglebasesection 2,695 (1 222) dd 2 (6.1m) ngle Top Section With 4 Lifting Sheaves 3,146 (1 427) dd 2 (6.1m) ngle Top Section With 3 Lifting Sheaves 3,139 (1 424) dd 2 (6.1m) ngle Top Section With 2 Lifting Sheaves 3,37 (1 378) dd 1 (3.5m) ngle Section With Pins nd Pendants 1,47 (475) dd 2 (6.1m) ngle Extension With Pins nd Pendants 1,696 (769) dd 3 (9.1m) ngle Extension With Pins nd Pendants 2,448 (1 11) dd Bridle nd Spreader Bar Only (No Live Mast) 885 (41) dd Quick Draw ssembly 623 (283) 1 dd Tagline Winder With Rope 1,4 (472) dd Fairleader 5 (227) dd 3 (9.1m) Tube Jib 1,965 (891) 1 dd 15 (4.6m) Tube Jib Extension 29 (132) 3 dd 5 (1.5m) uxiliary Tip Extension 64 (29) dd Pile Driver Lead daptor 198 (9) dd Holding Rope X 22 Type DB 352 (16) dd Closing Rope X 165 Type DB 444 (21) dd Inhaul Rope X 8 Type M 185 (84) dd Hoist Rope X 7 Type DB 1,295 (587) dd Hoist Rope X 7 Type CC 1,421 (645) dd Jib Wire Rope X 7 Type DB 1,295 (597) dd 3rd Drum Wire Rope X 55 Type DB 572 (259) dd uxiliary Lifting Bail 196 (89) dd ton (13.6mt) Hook Ball --- Non Swivel 75 (34) 1 dd ton (13.6mt) Hook Ball --- Swivel 76 (345) dd 11---ton (1mt) 4 Sheave Hook Block 2,946 (1 336) 1 Remove Front Hoist Rope X 87 Type DB ---1,61 ( ---73) Remove Jib Wire Rope X 65 Type RB ---1,3 ( ---59) Remove 26 (7.9m) Live Mast W/ Bridle nd Spreader Bar ---2,949 ( ) Remove 5 gal (19L) OfFuel ( ) pproximate Total Shipping Weight lb 77,488 26,88 26,88 35,92 3,542 kg Notes: Estimated weights vary by ± 2%. Numbers in the load columns (numbers 1---5) represent quantities. Estimated transport loads assume the load out consist of 23 (7.1m) of tube boom and 75 (22.86m) of jib with full counterweight. Support loads were targeted at 45, lb (2 412kg), 8 6 (2.6m) wide, 48 (14.6m) long, and 13 6 (4.1m) high using a drop deck trailer. This may vary depending on state laws, empty truck/trailer weights, and style of trailer.

4 H5 3 Transport Drawings 11 8 (3.6m) Cab Width (3.48m) 4 6 (1.37m) (3.65m) (6.13m) (3.21m) (6.36m) Transport Weight Rope on both drums, backstops, catwalks, and full tank of fuel 121,152 lb (54 954kg) 5 (1.52m) 9.12 (2.78m) 9 6 (2.9m) 36 (.9m) (3.63m) Carbody Upper & Carbody Shipping Weight Without catwalks, fuel, live mast, backstops, wire rope, bail, bridle, or side frames 65,343 lb (29 639kg) 26 1 (8.18m) (6.9m) (4.73m) 54 (1.37m) 7 7 (2.31m) (3.85m) Upper & Carbody Shipping Weight Rope on both drums, backstops, catwalks, and full tank of fuel 76,865 lb (34 865kg) 36.6 (.92m) (6.36m) 4 6 (1.38m) w/ 36 (.9m) Shoes 23,561 lb (1 687kg) --- each 21 2 (6.45m) 2 6 (6.25m) 2 (6.1m)TopSection Tube: 3,69 lb (1 674kg) ngle: 3,146 lb (1 427kg) 2 (6.1m) BaseSection Tube: 1,991 lb (93kg) ngle: 2,695 lb (1 222kg) 4 4 (1.32m) FrontMounted ThirdDrum 1,85 lb (839kg) --- w/o Rope 2 6 (.8m) 31 1 (9.5m) 3 (9.1m) Basic Jib ssembly Tube: 1,965 lb (891kg) 24.3 (.62m) 24.3 (.62m) Carbody Jack minimum and maximum heights 59 (1.5m) Upper Counterweight 25,35 lb (11 499kg) B Upper Counterweight 25,35 lb (11 499kg) 11 2 (3.4m) 16 (.41m) 42 (1.7m) 12 4 (3.76m) Working Weights Based on basic crane including Mitsubishi 6D24-TL2H diesel engine, turntable bearing, independent hydraulic powered drums, boom hoist limiting device, independent hydraulic swing and travel, counterweight, swing brake, drum rotation indicators, and crawler lower with 36 (.91m) wide track shoes, sealed track rollers, catwalks, hydraulic boom foot pin removal, plus the following: Ctwt Ctwt B lb kg lb kg Lifting crane - includes 4 (12.19m)) basic tubular boom, 26 (7.92m) live mast, 87 (265.18m) of 1 (25.4mm) diameter wire rope, 55 (167.6m) 6m) of 3/4 (19.1mm) 1mm) diameter boom hoist rope, 11-ton (99.8mt) hook block, and 153, , basic pendants. Ground Bearing Pressure psi kg/cm

5 H5 218 HYLB 5 Luffing ttachment Dimensions 9 3 (2.82m) (4.38m) B Luffing Luffing Jib B Minimum Maximum Minimum Maximum 8 (24.38m) 14 (42.67m) 5 (15.24m) 14 (42.67m) 15 (45.72m) 8 (24.38m) 1 (3.48m) 218 HYLB 5 Luffing ttachment Transport Luffing Shipping Module #1: 7,214 lb (3 272 kg) Luffing jib base section, luffing boom top section and the front and rear fan post (8.92m) (4.76m) (3.12m) 13 (.33m) 25 (.63m) CG 48 (14.63m) Luffing Shipping Module #2: 6,699 lb (3 39 kg) Luffing jib peak assembly with nose wheel, 3 section (two each), 2 section (one each), 1 section (two each), 25 -ton hook block and 15 -ton hook ball (3.33m) 15--ton Hook Ball 25--ton, 2--sheave Hook Block 58 (1.47m) 12 (3.66m) 48 (14.63m) 36 (1.97m) 4 (1.2m)

6 H HYLB 5 Luffing ttachment Nomenclature Luffing Jib Nose Wheel 2. Luffing Jib Head Sheaves 3. Luffing Jib Pendants 4. Luffing Jib Pendant Spreader Bar 5. Backstop Targets 6. Luffing Jib Backstops 7. Front Fan Post 8. Upper Link 9. Lower Link 1. Rear Fan Post 11. Top Section Idler Sheaves 12. Pendant Deflector Sheaves 13. Tensiometer(s) 14. Fan Post Pendants 15. Luffing Jib Hoist Bridle 16. Bridle Guide ssembly 17. Luffing Jib Hoist Rope 18. Luffing Jib Hoist Reeving 19. Luffing Jib Bail Luffing Pendants 21. Luffing Live Mast 22. Luffing Backstops 23. Luffing Hoist Bail 24. Luffing Hoist Rope 25. Gantry B Upper (6.1m) Luffing Base Section (1.5m) Luffing Bail nchor Section 29. Latch System 3. Luffing Extensions (1.5m) Luffing Top Section 32. Top Section uxiliary Sheaves (6.1m) Luffing Jib Base Section 34. Luffing Jib Extensions (6.1m) Luffing Jib Tip Section 36. Hook Block 37. Luffing Jib Hoist Rope

7 H5 ttachment Options J 4-23 Tubular ( m) Basic -- 4 (12.19m) two--piece design that utilizes a 2 (6.1m) base section and a 2 (6.1m) open throat top section with in--line connecting pins on 6 (1.52m) wide and 5 (1.27m) deep centers. S foot on 61 (1.55m) center S 3 (76.2mm) diameter chords S Lugs on base section to attach carrying links S Skywalk platform S Deflector roller on top section S Permanent skid pads mounted on top section to protect head machinery S Four 21 (.53m) root diameter steel sheaves mounted on sealed anti-- friction bearings S Tip extension and jib connecting lugs on top section S Mechanical boom angle indicator Optional --- Quick Drawt handling system that mounts in the boom base to allow loading/unloading of a counterweight, a side frame or a boom section onto transport trailers. Tube Extensions --- The following table provides the lengths available and the suggested quantity to obtain maximum boom in 1 (3.5m) increments. Midpoint pendant connections are required at 1 (3.5m) for boom lengths 21 (64.m) and longer. Tube boom extensions Quantity for max boom 1 (3.5m) 1 2 (6.1m) 2 3 (9.14m) 2 4 (12.19m) 2 S Deflector roller on top of each extension S ppropriate length pendants S Maximum tube boom tip height of 235 (71.63m) J 4-15 ngle ( m) Basic ngle -- 4 (12.2m) two--piece design that utilizes a 2 (6.1m) base section and a 2 (6.1m) open throat top section with in--line connecting pins. extensions are 48 (1.22m) wide and 48 (1.22m) deep at outside dimensions of angles. S foot on 61 (1.55m) center S 4 X 4 X.38 (11.6 x 11.6 x 9.5mm) angle chords S Lugs on base section to attach carrying links S Skywalk platform S Deflector roller on top section S Rigid sheave guards S Four 18 (.46m) root diameter steel sheaves mounted on sealed anti-- friction bearings S Tip extension and jib connecting lugs on top section S Mechanical boom angle indicator Optional --- Three sheave head machinery for clam applications or two wide mouth sheaves for dragline applications. S Three sheave lift crane head machinery instead of standard (when used with CSRt Stratoplast rope) offers maximum capacity of 1--ton (9mt). ngle Extensions -- The following table provides the lengths available and the suggested quantity to obtain maximum boom in 1 (3.5m) increments. Midpoint pendant connections are not required. ngle boom extensions Quantity for max boom 1 (3.5m) 1 2 (6.1m) 2 3 (9.14m) 2 S Deflector roller on top of each extension S ppropriate length pendants S Maximum angle boom tip height of 156 (47.56m) J 3-75 Tubular Jib ( m) Basic Tube Jib -- 3 (9.14m) two--piece design that utilizes a 15 (4.57m) base section and a 15 (4.57m) top section with in--line connecting pins on 32 (.81m) wide and 24 (.61m) deep centers. S 2 (5.8mm) diameter tubular chords S One 18.5 (.47m) root diameter steel sheave mounted on sealed anti-- friction bearings. S 15 (4.6m) jib extensions provide jib lengths at 45 (13.76m), 6 (18.3m), and 75 (22.86m) for tube boom. ngle boom is limited to 6 (18.29m). S Jib offset angles at 5, 15, and 25 S Maximum tip height of tube boom + jib is (82.14m). S Maximum tip height angle boom + jib is 215 (65.57m). J uxiliary 5 Tip Extension (1.5m) Designed to use in place of jib to provide clearance between working hoist lines. The extension is equipped with two nylon 18 (.46m) root diameter sheaves mounted on sealed anti--friction bearings. Maximum capacityis9--ton(8.16mt). J 5-14 ( m) Luffing Jib Basic Luffing Jib -- 5 (15.24m) four--piece design utilizes a 2 (6.1m) base section, 1 (3.5m) extension, 2 (6.1m) top section with in--line connecting pins and 5 (1.5m) luffing boom top section. Luffing jib extensions are 39 (.99m) wide and 48 (1.22m) deep at the centers. S 25--ton (22.68mt) maximum capacity S Working lengths of 5 (15.24m) to 14 (42.67m) S Brackets on base section to attach fan-- post transport links S Two steel 22.5 (.57m) diameter luffing jib head sheaves S Two polyamide (.54m) diameter luffing boom auxiliary head sheaves S Pin--on nose wheel S Eight--part luffing jib hoist. S 1.25 (31.75mm) diameter type N pendants S nemometer with in--cab display Luffing Jib Extensions -- The following table provides the lengths available and the suggested quantity to obtain the maximum luffing jib in 1 (3.5m) increments. Midpoint pendants are not required. Luffing jib extensions Quantity for max boom 1 (3.5m) 1 2 (6.1m) 1 3 (9.14m) 2 S Deflector roller on top of each extension S ppropriate length pendants S Max. luffing jib tip height is 283 (86.26m). J Luffing S Common base and extensions as open throat boom (HP boom only) S 5 (1.5m) luffing extension required for bail anchor. S Working angles of 9, 85, 8, 75, 7, and 65 S Working lengths of 8 (24.38m) to 14 (42.67m) with luffing jib combinations up to 14 (42.67m). S Maximum luffing boom length 15 (45.72m) with luffing jib combinations of 8 (24.38m), 9 (27.43m), and 1 (3.48m) only. S 1.38 (34.92mm) diameter type N pendants; same as open throat boom.

8 H5 7 Luffing Extensions -- The following table provides the lengths available and the suggested quantity to obtain the maximum luffing boom in 1 (3.5m) increments. Midpoint pendants are not required. Luffing boom extensions Quantity for max boom 1 (3.5m) 1 2 (6.1m) 2 3 (9.14m) 1 4 (12.19m) 1 Note: HP type boom must be used. S Rear hoist drum becomes luffing jib hoist S Optional third drum provides second working hoist line, if required. S Designed for self--assembly S Luffing jib hoist bridle and bail can remain reeved for crane transport S Job site mobility with attachment S Rolled out or rolled under erection methods S Compact transport module. J Hoist System Designed to lift off maximum boom or maximum boom plus jib unassisted. Operates up to a maximum boom angle of 82 for conventional boom and 9 for luffing boom. hoist limit system limits maximum boom angle operation. S Retractable gantry frame and S Pin--on bail frame S 1--part reeving with 3/4 (19mm) wire rope S Bridle assembly S 26 (7.92m) live mast (optional for angle attachment) S Two 1.38 (35mm) pendants S Tubular boom backstops (telescopic type) S Sheaves contain sealed anti--friction bearings S speed from 1_-- 7_ is 69 seconds with no load. Speed was determined using 1 (3.5m) of tube boom. Revolving Upper Structure J Frame ll welded steel frame with precision machined surfaces for mating parts. J Engine Mitsubishi 6D24--TL2L with oil filter, oil cooler, air cleaner, fuel filter, water separator, tachometer, and electrical shutdown. Number of cylinders 6 Bore and stroke -- in. (mm) 5.12 x 5.91 (13 x 15) Piston displacement -- in 3 (L) 729 (11.95) Engine rpm at full load speed 2, Hi--idle rpm 2,2 Gross hp (kw) 266 (198) Peak torque -- ft lb (joule) 87 (1179) Peak torque -- rpm 1,4 Electrical system Batteries pproximate fuel consumption 24 volt volt gal/hr (L/hr) 1% hp (52.4) 75% hp 1.38 (39.29) 5% hp 6.92 (26.19) 25% hp 3.46 (13.1) J Hydraulic System Specifications Hydraulic Pumps -- The pump arrangement is designed to provide hydraulically powered functions allowing positive, precise control with independent or simultaneous operation of all crane functions. S Two variable displacement pumps operating at 4,55 psi (319kg/cm 2 ) and 83 gal/ min (315L/min) powers load hoist drums, boom hoist drum, optional third drum, and travel. S One fixed displacement gear type pump operating at 2,985 psi (21kg/cm 2 ) and 29.6 gal/min (112L/min) powers the swing motors and side frame retract cylinders. S One fixed displacement gear type pump operating at 2,985 psi (21kg/cm 2 ) and 33.3 gal/min (126L/min) powers the swing motors. S One fixed displacement gear type pump operating at 2,985 psi (21kg/cm 2 ) and 1.8 gal/min (41L/min) powers the pilot control system, clutches, brakes, counterweight cylinders, and pump controls. S One fixed displacement gear type pump operating at 1,42 psi (1kg/cm 2 ) and 8.1 gal/min (31L/min) powers the oil cooler fan. Pump Control ( Fine Inching ) mode -- Special pump setting, selectable from operator s cab, that allows very slow movements of load hoist drums, boom hoist drum, and travel for precision work. Hydraulic Reservoir gal (21L), equipped with sight level gauge. Diffusers built in for deaeriation. Filtration -- One 1 micron, full flow, line filter in the control circuit. ll oil is filtered prior to entering the reservoir. Counterbalance Valves -- ll hoist motors are equipped with counterbalance valves to provide positive load lowering and prevent accidental load drop if the hydraulic pressure is suddenly lost. J Hoist Drums Each drum contains a pilot controlled, bi--directional, axial piston motor and a planetary gear reduction unit to provide positive control under all load conditions. S Power up/down & free--fall operation modes S utomatic brake mode (spring applied, hydraulically released, band type brake) S 1 (25.4mm) grooved lagging S Drum pawl controlled manually S Electronic drum rotation indicators S Mounted on anti--friction bearings S 21.5 (.54m) root diameter S 4.94 (1.4m) flange diameter S (.62m) width Note: The freefall operational mode is designed to prevent load lowering even if the freefall switch is accidentally activated. TheautomaticbrakemodemeetsallOSH requirements for personnel handling. Drum Clutches --- Power hydraulic two shoe clutch design that uses a 37 (94mm) diameter x 5 (127mm) wide shoe that internally expands to provide load control. Swept area is 638 in 2 (4 116cm 2 ). J Optional Front Mounted Third Hoist Drum The hydraulic winch is pinned to the front of the upper frame and is used in conjunction with a fleeting sheave and 3--sheave idler assembly to run the wire rope over the boom top section. S Free--spooling capability for pile driving applications or auxiliary hoist line for luffer applications. S (.32m) root diameter S (.58m) flange diameter S 17 (.43m) width S Mounted on anti--friction bearings J Hoist Drum Contains a pilot controlled, bi--directional, axial piston motor and a planetary gear reduction unit to provide positive control under all load conditions. S Spring applied, hydraulically released, disc type brake controlled automatically S 3/4 (19mm) grooved lagging S Drum pawl controlled automatically S Mounted on anti--friction bearings S (.5m) root diameter S (.86m) flange diameter S 9.82 (.25m) width

9 H5 J Swing System Pilot controlled bi--directional axial piston motors and planetary gear reduction unit to provide positive control under all load conditions. S Spring applied, hydraulically released, 36 multi--plate brake S Free swing mode when lever is in neutral position S Four position positive house lock S Two--speed swing S udio/visual swing alarm S Maximum swing speed is 2.4 rpm J Upper Counterweight Consist of a two piece design that can be easily lowered to the ground using the gantry. S 25,35 lb (11 499kg) upper counterweight S Optional -- 25,35 lb (11 499kg) B upper counterweight can be added to maximize capacities Lower Structure J Lower Frame ll welded box construction frame with precision--machined surfaces for turntable bearing and rotating joint. S 1 8 (3.25m) overall width S (3.6m) overall length J ll welded, precision--machined, steel frames can be hydraulically extended and retracted by a hydraulic cylinder mounted in the lower frame. S 14 6 (4.42m) extended gauge S 9 (2.74m) retracted gauge S (6.36m) overall length S 36 (.9m) wide track shoes S 11 sealed (oil filled) track rollers per side frame S Sealed (oil filled) idler and drive planetaries J Operator s Cab and Controls Fully enclosed modular steel compartment is independently mounted and insulated to protect against vibration and noise. S ll tinted/tempered safety glass S Folding hinge entry door and sliding front glass window S 19, BTU hot water heater S 18,6 BTU air conditioner S Door and window locks S Circulating fan S Sun visor S Cloth seat S Padded for noise and vibration reduction S Defroster S Windshield wipers and washer S Dry chemical fire extinguisher S Engine instrumentation panel (voltmeter, engine oil pressure, engine water temperature, fuel level, hydraulic oil temperature, hour meter, and service monitor system) S Electronic drum rotation indicators for front and rear hoist drums S Six way adjustable seat S Hand and foot throttle S Fully adjustable single axis controls S Swing lever with swing brake and horn located on handle S Bubble type level S Ergonomic gauge layout S Control shut off lever S Right hand control stand is adjustable by electric motor for operator comfort S Horn S Compact travel drives S Hydraulic adjusting tracks Travel and Steering --- Each side frame contains a pilot controlled, bi--directional, axial piston motor and a planetary gear reduction unit to provide positive control under all load conditions. S Individual control provides smooth, precise maneuverability including full counter--rotation. S Spring applied, hydraulically released disc type brake controlled automatically. S Maximum travel speed is 1.44 mph (2.38km/h). S Designed for 3% gradeability. J Rated Capacity Limiter System The rated capacity limiter system is a boom hoist load cell system. This system provides the operator with useful geometrical data, to include: S Main Length S Jib ngle S Main ngle S Jib Length S Operating Mode S S Tip Height S udible larm S nti--two Block Indicator S Pre--Warning Light S Overload Light S On Hook S Function kick--outs including over load S Operator settable stops (Ramped Stops) S Hoist Dead End Cell (No Lineriders) S Engine rpm Is Displayed On LCD1 Of SML--1 System J dditional Equipment - Standard S 71.2 (1.8m) outside diameter turn-- table bearing S Right and Left side removable catwalks S 119 gal (45.4L) fuel tank (usable quantity) S Crane lifting links J dditional Equipment - Optional S Rud--o--maticR model 648 tagline winder S Full revolving type Fairleader with barrel, sheaves, and guide rollers. J Carbody Jacks System contains four hydraulic cylinders individually mounted on swing out beams. S Individual controls are mounted on carbody. S Minimum height of carbody when resting on pontoons is 16 (.41m). S Maximum height of carbody when resting on pontoons is 42 (1.7m).

10 H5 9 Hoisting Performance FrontOrRearDrum---1 (25.4mm) WireRope Rope Maximum Line Pull No Line Speed Full Line Speed Pitch Diameter Layer Total Layer lb kg ft/min m/min ft/min m/min in mm ft m ft m 1 57, , , , , , , , Hoist Drum --- 3/4 (19mm) WireRope Rope Maximum Line Pull No Line Speed Full Line Speed Pitch Diameter Layer Total Layer lb kg ft/min m/min ft/min m/min in mm ft m ft m 1 38, , , , , , , Front Mounted Third Drum --- 3/4 (19mm) Wire Rope Rope Maximum Line Pull No Line Speed Full Line Speed Pitch Diameter Layer Total Layer lb kg ft/min m/min ft/min m/min in mm ft m ft m 1 23, , , , , , Wire Rope pplications Diameter Length Maximum Permissible Wire Rope pplication in mm ft m Type lb kg Hoist 3/ W 16, Front Hoist DB 29, Front Hoist (Optional) CC 3, Rear Hoist (Optional) RB 22, Third Drum (Optional) 3/ DB 16, Rope Type DB RB CC W Description 6 x 26 (6 X 19 Class) --- Warrington Seal --- Extra Improved Plow Steel --- Preformed --- Right Lay --- Regular Lay --- I.W.R.C. 19 x 19 Rotation Resistant --- Extra Improved Plow Steel --- Preformed --- Right Lay --- Regular Lay --- Swaged --- SF= x Non ---rotating --- Extra ---Extra Improved Plow Steel --- Right Lay --- Regular Lay --- S.F.=5.1 6 x 26 (6 X 19 Class) --- Extra Improved Plow Steel --- Preformed --- Right Lay --- lternate Lay --- I.W.R.C.

11 Lifting Capacities Lattice Crawler Crane 218 HYLB 5 11 ton * (99.8 metric ton) Tube Capacities 4 23 ( m) 26 (7.92m) Live Mast Capacities / On Carbody Jacks Quick Draw Capacities / On Carbody Jacks 5 (1.52m) Tip Extension Capacities Duty Cycle Capacities 4 8 ( m) Tube Dragline Clamshell / Magnet Counterweight Tube Capacities 4 23 ( ) Tube 6 (1.52m) Wide x 5 (1.55m) Deep 2 (6.1m) Open Throat Top Section With 26 (7.92m) Live Mast / 36 Capacities Capacities B,, or Counterweight Options (6.36m) Crawler Length * Nominal capacity rating may vary based on specification. Tube boom capacity with 4 sheave head machinery is 11 ton (99.8mt). Tube boom capacity with optional 3 sheave head machinery and CSR rope is 1 ton (9.7mt). CUTION: This material is supplied for reference use only. Operator must refer to in cab Crane Rating Manual to determine allowable crane lifting capacities and operating procedures. Litho in U.S.. 11/3 #6335 (supersedes #6324)

12 218 HYLB LIFTING NOTES GENERL: 1 Rated lifting capacities in pounds as shown on lift charts pertain to this crane as originally manufactured and normally equipped. Modifications to the crane or use of optional equipment other than that specified can result in a reduction of capacity. 2. Construction equipment can be dangerous if improperly operated or maintained. Operation and maintenance of this crane must be in compliance with the information in the Operator s, Parts, and Safety Manuals supplied with this crane. If these manuals are missing, order replacements through the distributor. 3. The operator and other personnel associated with this crane shall read and fully understand the latest applicable merican National Standards Institute (NSI) safety standards for cranes. 4. ll capacities listed in this book are in compliance with SME/NSI B3.5 at date of manufacture. LIFT CRNE OPERTION: 1. Capacities shown are in pounds and are not more than 75% of the tipping loads with the crane standing level on firm supporting surface. deduction must be made from these capacities for weight of hook block, hook ball, sling, grapple, etc. When using main hook while jib is attached, reduce capacities by values shown on Capacity Deductions For Lifting Off Main Hook With Jib Installed. When using main hook while 5 tip extension or pile driver lead adapter is attached, reduce capacities by values shown on Capacity Deductions For Lifting Off Main Hook With 5 Foot Tip Extension or Pile Driver Lead dapter Installed. See Operator s Manual for all limitations when raising or lowering attachment. 2. The crane capacities in the shaded areas are based on structural strength. The crane capacities in the non shaded areas are based on stability. 3. For recommended reeving, parts of line, wire rope type, and wire rope inspection, see Wire Rope Capacity Chart, Operator s Manual, and Parts Manual. Rated lifting capacities are based on correct reeving. Deduction must be made for excessive reeving. ny reeving over minimum required (see Wire Rope Capacity Chart) is considered excessive and must be accounted for when making lifts. Use Working Range Diagram to estimate the extra feet of rope. See Wire Rope Capacity for the weight to deduct for each extra foot of wire rope before attempting to lift a load. 4. Rated lifting capacities in the Crane Rating Manual are based on freely suspended loads and make no allowances for such factors as the effect of ground conditions and operating speeds. The operator shall therefore reduce load ratings in order to take these conditions into account. 5. Rated lifting capacities do not account for the effects of wind on a suspended load or boom. Lifting capacities should be considered acceptable for wind speeds less than 2 mph and appropriately reduced for wind speeds greater than 2 mph. (See General Wind Restrictions Guide.) 6. The capacities listed in the Crane Rating Manual are for the crane equipped with live mast and with the gantry in the raised position. 7. The least stable rated condition is over the side. 8. s should be erected and lowered over the end for maximum stability. See Liftoff Capabilities before erecting or lowering boom. 9. Do not operate at radii and boom lengths where the Crane Rating Manual lists no capacity. Do not use longer booms or jibs than those listed in the Crane Rating Manual. ny of the above can cause a tipping condition, or boom and jib failure. 1. These capacities apply only to the crane as originally manufactured and normally equipped by Link Belt Construction Equipment Company. 1. These capacities can be lifted over either end with the crane standing level on a firm supporting surface with adequate blocking placed under the side frame sprockets/idlers, to prevent rocking. 2. Do not travel with a load. TRVELING WITH LOD: 1. ll 36 Rotation Capacities listed in the Crane Rating Manual are pick and carry capacities. 2. The boom must be pointing straight over one end of the crawler lower. If the load was lifted over the side, swing the load over the end and/or if the load was lifted at a long radius and the load is at or near capacity for that radius, boom up to obtain a greater lifting capacity before beginning travel. 3. Engage the swing lock and apply swing brake. 4. Travel slowly and cautiously on a firm and level supporting surface. DEFINITIONS: 1. : Horizontal distance from a projection of the axis of rotation to the supporting surface, before loading, to the center of the vertical hoist line or tackle with load applied. 2. ngle: The angle between the boom base section and horizontal with freely suspended load at the rated radius. 3. Working rea: rea measured in a circular arc about the centerline of rotation as shown on the Working rea Diagram. 4. Freely Suspended : hanging free with no direct external force applied except by the hoist line. 5. Side : Horizontal side force applied to the lifted load either on the ground or in the air.

13 Parts 1 3/4 of Line Type Type Type Type CC RB DB DB Notes 1 3, ,5 16,8 2 61,52 45,4 59, 33,6 3 92,28 68,1 88,5 5, ,4 9,8 118, 67, ,8 113,5 147,5 84, 6 184,56 136,2 177, 1, ,32 158,9 26,5 117, ,8 181,6 236, 134,4 Rope weight per foot * LBCE Type DB RB CC Description Capacities shown are in pounds and working loads must not exceed the rat- ings on the capacity charts in the Crane Rating Manual. Study Operator s Manual for wire rope inspection procedures. and single part of line application. 6 x 26 (6 x 19 Class) Warrington Seale Extra Improved Plow Steel Preformed Right Lay Regular Lay I.W.R.C. 19 x 19 Rotation Resistant Extra Extra Improved Plow Steel Preformed Right Lay Regular Lay. Swaged SF = 5:1 36 x 7 Class Non Rotating Extra Extra Improved Plow Steel Right Lay Regular Lay S.F. = 5:1 * Weight to be deducted from main capacities when using extra reeving. Counterweight () NO (RETRCTED) NO (EXTENDED) (RETRCTED) (EXTENDED) B (EXTENDED) (Gantry In Raised Position) Maximum Maximum + Jib 9 N/ 13 N/ 13 N/ 17 N/ 23 See Note See Note 4 Counterweight Over Side () Maximum Maximum + Jib NO (RETRCTED) NO (EXTENDED) (RETRCTED) (EXTENDED) B (EXTENDED) 9 N/ 13 N/ 13 N/ 17 N/ Over Side See Note Over Idler End Longitudinal Of Crawler Center Of Rotation Over Drive End Idler Sprocket See Note Drive Sprocket Over Side Note: These Lines Determine The Limiting Position Of ny For Operation Within Working reas Indicated. 218 HYLB

14 1. The effects of the wind force on the hook load are the responsibility of the user and are not taken into account. When hoisting any load in windy conditions, the load wind area and load controllability must be considered for safe crane operation. 2. Wind speed is to be determined at the boom top section. DESCRIPTION 1. Normal Lifting Operation. (See Capacity Charts.) Lengths: 4 to Reduced Operation. Capacities must be reduced by 2%. 3. Reduced Operation. Capacities must be reduced by 4%. 4. Reduced Operation. Capacities must be reduced by 7%. 4. No Operation. Store ttachment On Ground. LLOWBLE WINDSPEEDS IN MPH Over 45 Live Mast ngle (See Note 8) , , , , , , , , , , , , , , , , CRNE SETUP COUNTERWEIGHTS NONE B ON CRBODY JCKS N/ N/ SIDE FRMES RETRCTED N/ SIDE FRMES EXTENDED 218 HYLB

15 Component lb Weight 1. 2 Top Section With Sheave Machinery 3, Top Section With Sheave Machinery and 5 Tip Extension 4, Base Section 1, Extensions 1 Extension With Pendants Extension With Pendants 1, Extension With Pendants 1, Extension With Pendants 2, Upper Counterweights Counterweight 25, Counterweight B 25, (Each) 23, Tube Jib Including Strut, Head Machinery, and Pendants 3 Tube Jib ssembly 1, Extension With Pendants kg Quick Draw CSE I CSE II Cylinders SEE NOTE 8 SEE NOTE 9 ngle ,5 26, ,5 26, ,5 26, ,5 26, ,5 26, ,5 26, ,5 26, ,5 26, ,5 24, ,5 23, ,5 21, ,68 19, HYLB

16 1. The capacities included in the Duty Cycle Capacities Tube chart are the maximum allowable, and are based on an 218 HYLB 5 crawler crane with (25,35 lb) counterweight standing level on firm supporting surface under ideal job conditions. 2. Capacities are based on 75% of minimum tipping loads for dragline; 67.5% for clamshell. 3. Capacities are maximum recommended by PCS Standard #4. Operator must make allowances for soft or uneven supporting surfaces, rapid cycle operations, bucket suction, or other unfavorable conditions which may require smaller buckets for most efficient operation. 4. Weight of bucket plus load, must not exceed these capacities. 5. Dragline operation is not recommended with boom angles less than length for dragline/clamshell attachment operation should not exceed 8 ft.. 7. Retractable high gantry must be pinned in the raised position for all capacities on the Duty Cycle Capacities Tube chart. 8. These capacities apply to the crane as originally manufactured and normally equipped by Link Belt Construction Equipment Company. Length ngle Counterweight (ll capacities listed are in pounds) Clamshell / Magnet Dragline ctwt , , , , , , , , , , ,6 2, ,6 2, ,6 2, , , , , , , , , , , , ,6 2, ,6 2, ,6 2, , , , , , , ,6 Length ngle Counterweight (ll capacities listed are in pounds) Clamshell / Magnet Dragline ctwt , , , , ,6 2, ,6 2, ,6 2, , , , , , , , , , , ,6 2, ,6 2, ,3 16, , , , , , , , , , , ,6 2, ,3 16, ,6 13, , HYLB

17 WORKING RNGE DIGRM Maximum ngle See Note 2. 8 Height in feet above ground Main Length Minimum ngle See Note CL OF ROTTION Operating radius from centerline of rotation. 1. geometry shown is for unloaded condition and crane standing level on firm supporting surface. deflection, subsequent radius, and boom angle change must be accounted for when applying load to hook. 2. Maximum and minimum boom angles are equal to the values listed in the capacity chart for each boom length. 218 HYLB

18 When using main boom hook, while jib is attached, reduce boom capacities by the values in the following chart: Jib Length Capacity Deduction 3 2, 45 2,4 6 3,2 75 4,2 When using main boom hook, while 5 tip extension or pile driver lead adapter is attached, reduce boom capacities by the values in the following chart: LIFTING CPCITY TO BE THE SMLLEST OF THE FOLLOWING VLUES: 1. 7, lb 2. The standard crane lift capacity minus 2 lb for crane configuration in use. NOTES: 1. ll notes are to be adhered to as listed on the standard lift crane capacity charts. 2. Reduce the main boom lift capacities by 2 lb when the pile driver lead adapter is installed. 3. The maximum boom length on which the pile driver lead adapter can be installed is 19 ft. Extension/dapter Capacity Deduction 5 Tip 7 Pile Driver Lead dapter 2 LIFTING CPCITY TO BE THE SMLLEST OF THE FOLLOWING VLUES: 1. 18, lb 2. The standard crane lift capacity minus 7 lb for the crane configuration in use. 2 Open Throat With Pile Driver Lead dapter NOTES: 1. ll notes are to be adhered to as listed on the standard lift crane capacity charts. 2. Reduce the main boom lift capacities by 7 lb when the tip extension is installed. 3. The maximum boom length on which the tip extension can be installed is 19 ft. 4. Do not lift or suspend a load from the boom tip extension and main boom at the same time. 218 HYLB

19 B Note: Refer To Page 8 For Capacity Deductions Caused By ny ttachment t The Tip. MIN BOOM CPCITIES 4 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation , 22, 212,9 193,4 16,6 98, , 22, 198,1 179,8 138,7 84, , 24, 182,8 166,1 119,2 72, ,5 189,5 169,7 135,9 14,4 63, ,8 176,8 158,3 114,8 92,8 56, ,7 165,7 148,4 99,2 83,4 5, ,9 155,9 132,8 87,3 75,7 45, ,1 147,1 118,6 77,8 69,3 41, ,3 139,3 17,1 7,1 63,8 38, ,2 132,2 97,5 63,8 59, 35, ,8 121,8 89,5 58,4 54,9 32, , 86,2 63, 4,7 4,4 23, ,6 66,3 48,1 3,8 31,6 18, ,6 53,6 38,6 24,5 25,7 14, ,7 44,7 32, 2,1 21,4 11,7 MIN BOOM CPCITIES 7 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation ,6 16,6 154, 11,3 9, 54, ,6 16,6 147,6 1,3 83,9 5, ,1 155,1 133,8 88,2 76,1 45, ,4 146,4 119,5 78,7 69,6 41, ,6 138,6 17,8 7,9 64,1 38, ,6 131,6 98,2 64,4 59,3 35, ,3 122,4 9,1 59, 55,2 32, ,7 86,6 63,4 41,1 4,6 23, , 66,6 48,4 31,1 31,7 18, ,9 53,8 38,9 24,8 25,8 14, , 45, 32,3 2,3 21,6 11, ,2 33,5 23,7 14,6 15,8 8, ,7 26,3 18,3 11, 12,2 6, ,9 21,4 14,6 8,5 9,6 4,3 MIN BOOM CPCITIES 5 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation ,9 193,9 189,1 171,7 127,7 77, ,9 193,9 182,6 165,8 119,7 72, ,2 189,2 169,5 136,6 14,8 63, ,6 176,6 158,2 115,4 93,1 56, ,5 165,5 148,2 99,8 83,7 5, ,7 155,7 133,3 87,8 76, 45, , 147, 119,1 78,3 69,5 41, ,2 139,2 17,5 7,5 64, 38, ,1 132,1 97,9 64,1 59,3 35, ,7 122,2 89,8 58,8 55,1 32, , 86,5 63,2 41, 4,6 23, ,8 66,5 48,4 31,1 31,8 18, ,8 53,8 38,9 24,7 25,9 14, , 44,9 32,3 2,3 21,6 11, ,1 33,4 23,6 14,5 15,8 8,3 MIN BOOM CPCITIES 8 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation ,2 136,2 136,2 91,4 78,1 47, ,2 136,2 133,9 88,3 76,1 45, ,2 136,2 119,5 78,7 69,6 41, ,5 134,5 17,9 7,9 64, 38, ,3 131,3 98,2 64,5 59,3 35, , 122,4 9,1 59, 55,1 32, ,5 86,6 63,3 41,1 4,5 23, , 66,5 48,4 31,1 31,7 18, ,9 53,8 38,8 24,7 25,7 14, , 44,9 32,2 2,3 21,5 11, ,1 33,4 23,6 14,5 15,7 8, ,6 26,2 18,3 1,9 12,1 5, ,9 21,3 14,6 8,4 9,5 4, ,7 17,8 11,9 6,6 7,6 3, MIN BOOM CPCITIES 6 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation ,6 176,6 169,8 138,6 15,7 64, ,6 176,6 169,1 137,1 15, 63, ,2 176,2 157,9 115,8 93,3 56, ,2 165,2 147,9 1,1 83,9 5, ,5 155,5 133,6 88,1 76,1 45, ,8 146,8 119,3 78,5 69,6 41, , 139, 17,7 7,8 64,1 38, ,9 131,9 98,1 64,3 59,3 35, ,6 122,3 9, 58,9 55,2 32, ,9 86,6 63,3 41,1 4,6 23, , 66,6 48,4 31,1 31,8 18, ,9 53,8 38,9 24,8 25,9 14, , 45, 32,3 2,4 21,6 11, ,2 33,5 23,7 14,6 15,9 8, ,7 26,3 18,3 11, 12,2 6, MIN BOOM CPCITIES 9 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation ,4 124,4 118,1 77,8 68,8 41, ,8 122,8 17,9 71, 64, 38, ,8 122,8 98,2 64,5 59,2 35, ,8 122,4 9,1 59, 55, 32, ,2 86,5 63,3 41,1 4,4 23, ,9 66,5 48,3 31, 31,5 18, ,8 53,7 38,7 24,6 25,6 14, ,9 44,8 32,1 2,2 21,3 11, , 33,3 23,5 14,4 15,6 8, ,5 26,1 18,2 1,8 11,9 5, ,8 21,2 14,5 8,3 9,4 4, ,7 17,7 11,8 6,5 7,5 2, ,5 14,9 9,8 5,1 6, 2, 218 HYLB

20 B MIN BOOM CPCITIES 1 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation ,9 111,9 12,7 67,5 61, ,5 11,5 98,2 64,5 59, ,5 11,5 9,1 59, 54, ,9 86,4 63,2 41, 4,3 MIN BOOM CPCITIES 13 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation ,7 82,7 73,2 47,6 45, ,7 81,7 62,9 4,7 39, ,5 66, 47,8 3,5 3, ,4 53,1 38,2 24,1 24, ,8 66,4 48,2 3,9 31, ,4 44,2 31,5 19,6 2, ,7 53,6 38,6 24,5 25, ,8 44,7 32, 2, 21, ,9 33,1 23,4 14,2 15, ,4 26, 18, 1,6 11, ,7 21,1 14,4 8,2 9, ,5 17,6 11,7 6,4 7,3 PROH HIBITE ED ,4 32,7 22,9 13,8 14, ,9 25,5 17,5 1,2 11, ,2 2,6 13,9 7,7 8, ,1 17,1 11,2 5,9 6, , 14,4 9,2 4,5 5, ,5 12,2 7,6 3,5 4, ,6 1,5 6,3 2,6 3,3 D BITED PRO OHIB ,4 14,8 9,7 5, 5, ,9 9,1 5,2 2, , 12,7 8, 3,9 4, ,6 7,9 4,3 MIN BOOM CPCITIES 11 FT OPEN THROT TUBE BOOM ngle B B ,8 1,8 9,8 59,4 55, ,8 1,8 9, 58,9 54, ,3 86,3 63,1 4,9 4, ,7 66,2 48,1 3,8 31, ,6 53,4 38,5 24,4 25, ,7 44,5 31,8 19,9 21, ,7 33, 23,2 14,1 15, ,2 25,8 17,9 1,5 11, ,5 2,9 14,2 8, 9, ,4 17,4 11,5 6,2 7, ,3 14,7 9,5 4,9 5, ,8 12,6 7,9 3,8 4, ,9 1,8 6,6 2,9 3,6 MIN BOOM CPCITIES 12 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation , 92, 81,1 52,9 5, ,7 86,2 63, 4,8 4, ,6 66,1 48, 3,7 31, ,5 53,3 38,4 24,2 25, ,5 44,4 31,7 19,7 2, ,6 32,8 23,1 13,9 15, ,1 25,7 17,7 1,3 11, ,4 2,8 14, 7,9 8, ,2 17,2 11,4 6,1 7, ,1 14,5 9,4 4,7 5, ,7 12,4 7,8 3,6 4, ,7 1,7 6,5 2,7 3, ,1 9,3 5,4 2, 2,7 ED PROH HIBITE P ED PROH HIBITE P MIN BOOM CPCITIES 14 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation ,3 75,3 66, ,3 75,3 62, ,4 65,8 47, ,2 53, 38, ,2 44,1 31, ,3 32,5 22, ,8 25,3 17, , 2,4 13,7 PROHIBITED ,9 16,9 11, ,8 14,2 9, ,3 12,1 7, ,4 1,4 6, ,8 8,9 5, ,4 7,8 4, ,2 6,7 3,4 MIN BOOM CPCITIES 15 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation , 69, 6, ,3 65,7 47, ,1 52,8 37, ,1 43,9 31, ,1 32,3 22, ,6 25,1 17, ,8 2,2 13, ,7 16,7 1,8 PROHIBITED ,6 14, 8, ,2 11,9 7, ,2 1,2 5, ,6 8,8 4, ,2 7,6 4, ,1 6,6 3, ,1 5,7 2,5 218 HYLB

21 B MIN BOOM CPCITIES 16 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation \ ,1 63,1 56, ,3 62,3 47, ,7 52,7 37, ,9 43,7 31, ,9 32,1 22, ,4 24,9 17, ,7 2, 13, ,5 16,5 1, ,4 13,8 8, , 11,7 7, , 1, 5, ,4 8,6 4, ,1 7,4 3, ,9 6,4 3, ,9 5,5 2, , 4,7 PROHIBITED MIN BOOM CPCITIES 18 FT OPEN THROT TUBE BOOM ngle B B ,2 52, ,8 51, ,5 5, ,3 43, ,6 31, , 24, ,3 19, ,1 16, , 13, ,6 11, ,6 9, , 8, ,7 7, ,5 6, ,5 5, ,7 4, ,9 3, ,2 3,1 PROHIBITED MIN BOOM CPCITIES 17 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation ,9 56,9 51, ,1 56,1 47, ,7 52,5 37, ,8 43,6 3, ,8 32, 22, ,2 24,8 16, ,5 19,9 13, ,3 16,3 1, ,2 13,6 8,4 PROHIBITED ,8 11,5 6, ,8 9,8 5, ,2 8,4 4, ,9 7,2 3, ,7 6,2 2, ,7 5,3 2, ,9 4, ,1 3,9 MIN BOOM CPCITIES 19 FT OPEN THROT TUBE BOOM ngle B B ,7 47, ,5 46, ,3 43, ,4 31, ,9 24, ,1 19, ,9 15, ,8 13, ,4 11, ,4 9, ,8 8, ,5 6, ,3 5, ,3 4, ,5 4, ,7 3, , 2, ,4 2,3 36 Rotation PROHIBITED 218 HYLB

22 B MIN BOOM CPCITIES 2 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation ,4 43, ,9 42, ,8 41, ,2 31, ,7 24, ,9 19, ,7 15, ,6 13, ,2 1, ,2 9,2 PROHIBITED ,6 7, ,3 6, ,1 5, ,1 4, ,3 3, ,5 3, ,8 2, ,2 2, ,7 MIN BOOM CPCITIES 22 FT OPEN THROT TUBE BOOM ngle B B ,1 35, ,6 34, ,3 31, ,3 23, ,5 18, ,3 15, ,2 12, ,7 1, ,8 8, ,2 7, ,8 6, ,7 5, ,7 4, ,8 3, , 2, ,1 2, , Rotation PROHIBITED MIN BOOM CPCITIES 21 FT OPEN THROT TUBE BOOM ngle B B ,3 39, ,3 39, ,9 38, ,7 31, ,4 23, ,7 19, ,5 15, ,4 12, ,9 1, , 8, ,4 7, , 6, ,9 5, ,9 4, , 3, ,3 3, ,6 2, , , Rotation PROHIBITED MIN BOOM CPCITIES 23 FT OPEN THROT TUBE BOOM ngle B B 36 Rotation ,3 31, ,1 31, ,9 29, ,3 23, ,7 18, ,1 15, , 12, ,5 1, ,6 8, ,9 7, ,6 5,9 PROHIBITED ,2 4, ,9 4, ,8 3, ,7 2, Link Belt Construction Equipment Company Lexington, Kentucky Link Belt is a registered trademark. Copyright 23. We are constantly improving our products and therefore reserve the right to change designs and specifications. 218 HYLB

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