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1 5637 (supersedes 5503)-0613-H9 HC-238H II Link‐Belt Cranes Technical Data Specifications & Tube Boom Capacities HC238H II Truck Crane 150 Ton (136.08 metric ton) CAUTION: 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.

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15637 (supersedes 5503)-0613-H9

HC-238H IILink‐Belt Cranes

Technical DataSpecifications & Tube Boom Capacities

HC−238H IITruck Crane

150 Ton (136.08 metric ton)

CAUTION: This material is supplied for reference useonly. Operator must refer to in-cab Crane RatingManual and Operator's Manual to determineallowable crane lifting capacities and assembly andoperating procedures.

5637 (supersedes 5503)-0613-H9

HC-238H II Link‐Belt Cranes

15637 (supersedes 5503)-0613-H9

HC-238H IILink‐Belt Cranes

Table Of Contents

Pages

Specifications 1-12

Tube Boom Capacities 1-16

Tube Boom + Jib Capacities 1-20

5637 (supersedes 5503)-0613-H9

HC-238H II Link‐Belt Cranes

This page intentionally left blank

Litho in U.S.A. 6/13 #5637 (Supercedes #5503)

SpecificationsLattice Boom Truck Crane

HC−238H II 150−ton (136.08 metric ton)

HYLAB Series

of Rotation

General Dimensions feet meters

Minimum ground clearance 11” .28(at bottom of front bogie beam)

Ground clearance under counter−weigh with machine on tires 5’ 9” 1.75

Vehicle turning diameter − Centerlineoutside front tire 106’ 0” 32.30

Vehicle turning diameter − Outside ofouter front tire (curb clearance) 107’ 3” 32.69

Vehicle clearance over front bumper 111’ 8” 34.03

Vehicle clearance over “A” frontbumper counterweight 112’ 9” 34.36

Tailswing of “AB” counterweight 15’ 11” 4.85

Tailswing of “A” counterweight 15’ 4.57

Tailswing of “0” counterweight 13’ 10” 4.22

13’ 3”(4.04 m)

8' (2.44 m)

80�

5’ 11.5”(1.82 m)

10’ 4”(3.15 m)

11’ 11”(3.63 m)

9’ 6”(2.90 m)

15’ 11”(4.85 m)

26’ (7.92 m)

28’ 1” (8.56 m)

11’ (3.35 m)

25’ 6” (7.77 m)

22’ 8” (6.91 m)

34” (0.86 m)

50’(15.24 m)

HC−238H II

of Rotation

12’ 8”(3.86 m)

33’ 8” (10.26 m)Maximum Height

Above Ground

10’ 11” (3.33 m)Maximum RadiusFrom Centerline

of Rotation

3’ 3”(0.99 m)

CL

CL

HC−238H II − 2 −

HC−238H II Machine Transport Weights and Dimensions − approximate

54.5”(1.38 m)

54.5”(1.38 m)

20’ 7” (6.27 m) 34’ 7.25” (10.55 m)

23’ 6” (7.16 m)

13’ 3”(4.04 m)

83’ 3” (25.37 m)

23’ 6” (7.16 m)18’ 2” (5.54 m)

12’ 9.5”(3.90 m)

Axle weights with basic boom, with/without pusher axle, front O/R box and with/without rear O/R box. (Includes ropes and standard backstops)

GVW Front Rear Pusher Dolly

With rear O/R box and pusher axle 120,388 (54 607) 33,134 (15 029) 48,623 (22 055) 20,000 (9 072) 18,630 (8 450)Without rear O/R box and with pusher axle 110,434 (50 092) 35,845 (16 259) 35,959 (16 311) 20,000 (9 072) 18,630 (8 450)Without rear O/R box and without pusher axle 108,184 (49 071) 41,244 (18 708) 48,310 (21 913) not applicable 18,630 (8 450)

A − 8’ 4.25” (2.55 m) Track (rear)B − 8’ 9” (2.67 m) Track (front)

Link−Belt

Link−Bel

Axle weights with boom base, with/without front outrigger box and with/without pusher axle. (Includes ropes and standard backstops)

GVW Front Rear Pusher

With front O/R box and with pusher axle 99,789 (45 264) 31,699 (14 378) 48,090 (21 813) 20,000 (9 072)With front O/R box and without pusher axle 97,539 (44 243) 37,098 (16 827) 60,441 (27 416) not applicableWithout front O/R box and with pusher axle 90,741 (41 159) 26,504 (12 022) 44,237 (20 066) 20,000 (9 072)Without front O/R box and without pusher axle 88,491 (40 139) 31,902 (14 471) 56,589 (25 668) not applicable

* − see below for dolly weight

* − Dolly weight = 5,000 lbs. (2 268 kg) −− Dolly weights vary. Refer to manufacturers weight when determining axle loads.

60’ 7” (15.39 m)

23’ 6” (7.16 m)18’ 2” (5.54 m)

Axle weights with boom base, 10 ft. section, front outrigger box, and with/without pusher axle. (Includes ropes and standard backstops)

GVW Front Rear Pusher Dolly

With pusher axle 108,044 (49 008) 35,923 (16 294) 40,644 (18 436) 20,000 (9 072) 11,476 (5 205)Without pusher axle 105,794 (47 987) 41,322 (18 743) 52,996 (24 039) not applicable 11,476 (5 205)

A

BLive Mast Over Rear

20’ 7” (6.27 m)Live Mast over front

37’ 11” (10.34 m)

23’ 6” (7.16 m)

13’ 3”(4.04 m) 12’ 10”

(3.91 m)

Axle weights Live Mast, without pusher axle and without front or rear O/R box. (Includes ropes and standard backstops)

GVW Front Rear

Live mast over front 85,334 (38 707) 38,520 (17 472) 46,814 (21 234)Live mast over rear 85,334 (38 707) 33,054 (14 993) 52,280 (23 714)

* − see below for dolly weight

12’ 9.5”(3.90 m)

HC−238H II− 3 −

“B” Counterweight 19,330 lbs. (8 768 kg)

“C” Counterweight 21,110 lbs. (9 575 kg)

“A” Counterweight 23,000 lbs. (10 432 kg)Rear Outrigger Box Assembly

9,954 lbs. (4 515 kg)

Front Outrigger Box Assembly9,048 lbs. (4 104 kg)

Link-Belt

1’ 9.75” (0.55 m)

4’ 1.5” (1.26 m)

3’ 9” (1.14 m)

4’ 4”(1.33 m)

4’ 4”(1.33 m)

2’ 4.75” (0.73 m)

10’ 11.5”(3.34 m)

10’ 11.5”(3.34 m)

10’ 11.5”(3.34 m)

3’ 9” (1.14 m)

4’ 1.25”(1.25 m)

3’ 10.5” (1.18 m)

3’ 3”(0.99 m)

Front Bumper Counterweight 13,500 lbs. (6 123 kg)2’ 6” (0.76 m)

11’ (3.35 m)1’ 5.75” (0.45 m)

HC−238H II Machine Transport Weights and Dimensions −approximate

30’ (9.14 m) Basic Jib AssemblyTube: 1,965 lbs. (891 kg)

31’ 1” (9.5m)

2’ 6”(0.8 m)

4’ 4”(1.32 m)

20’ (6.1 m) Base SectionTube: 3,350 lbs. (1 520 kg)

30’ (9.14 m) Top SectionTube: 4,890 lbs. (2 218 kg)

62” (1.57 m)

32’ 10”(10.01 m)

20’ 6”(6.25 m)

HC−238H II Transportation Weights − approximate

Base Machine: 85 gallons (321 L) of carrier fuel, 12−part boom hoist reeving, rigid boom backstops, auxiliary lifting bail, 950’ (290 m) front hoist rope, 600’ (182.88 m)rear hoist rope and 77 gallons (291 L) of upper fuel

Item DescriptionGross Weight Transport Loads Notes and Load Summary

Numbers in the load columns to theleft represent quantities.

Estimated transport assumes theload out consist of 260’ (79.25 m) oftube boom + 75’ (22.86m) of jib withfull counterweight.

Support loads were targeted at45,000 lb (20 412 kg), 8’ 6” (2.6 m)wide, 48’ (14.6 m) long, and 13’ 6”(4.1 m) high using a drop deck trail-er. This may vary depending on statelaws, empty truck/trailer weights, andstyle of trailer.

Estimated weights vary by +/− 2%.

Estimated Total Load of #185,080 lbs. (38 592 kg).

Estimated Total Load of #2 42,656 lbs. (19 348 kg).

Estimated Total Load of #344,964 lbs. (20 395 kg).

Estimated Total Load of #424,351 lbs. (11 045 kg)

Estimated Total Load of #53,241 lbs. (1 470 kg)

Estimated Total Load of #63,241 lbs. (1 470 kg).

Estimated Total Load of #73,241 lbs. (1 470 kg)

Estimated Total Load of #88,049 lbs. (3 651 kg)

lbs. kg. #1 #2 #3 #4 #5 #6 #7 #8

Base Machine 85,080 38 592 1

Add Front outrigger box with manual pins 9,048 4 101 1

Add Hydraulic pins to front outrigger box 647 293

Add Rear outrigger box with hydraulic pins 9,954 4 515 1

Add “A” bumper counterweight 13,500 6 123 1

Add Main outrigger floats 660 299 1

Add Front outrigger float 80 36 1

Add “A” counterweight 23,000 10 433 1

Add “B” counterweight 19,330 8 768 1

Add “C” counterweight 21,110 9 575 1

Add Upper Catwalk − Left Side 154 70

Add 20’ (6.10 m) Boom base section 3,350 1 520 1

Add 30’ (9.14 m) Boom top section 4,890 2 218 1

Add 10’ (3.05 m) Boom extension 973 441

Add 10’ (3.05 m) Boom extension with lifting sheaves 2,607 1 183

Add 10’ (3.05 m) Boom extension − luffer ready 3,162 1 434 1

Add 20’ (6.10 m) Boom extension 1,537 697 1

Add 30’ (9.14 m) Boom extension 2,115 959

Add 40’ (12.19 m) Boom extension 2,678 1 215

Add 50’ (15.24 m) Boom extension 3,241 1 470 1 1 1 1

Add Auxiliary tip extension 640 290

Add Hydraulic third drum to boom base section 0 0

Add Third drum fleeting sheave for luffer to boom base section 176 80

Add Third drum 3−sheave assembly to boom top section 381 173

Add Third drum controls for free spooling 100 45

Add 30’ (9.14 m) Tubular Jib 1,683 763 1

Add 15’ (4.57 m) Tubular Jib Extension 317 144 3

Add Basic luffing attachment 10,567 4 793

Add Luffing jib top with nose wheel 2,851 1 293

Add 10’ (3.05 m) luffing jib extension 688 312

HC−238H II − 4 −

HC−238H II Transportation Weights − approximate (continued)

Item DescriptionGross Weight Transport Loads

Refer to page three for

Transportation Weights

Notes and Load Summary.

lbs. kg. #1 #2 #3 #4 #5 #6 #7 #8

Add 20’ (6.10 m) luffing jib extension 1,197 543Add 30’ (9.14 m) luffing jib extension 1,518 68930’ (9.14 m) luffing fixed jib conversion 280 127Add Hammerhead top section 4,950 2 245Add 0.88” x 465’ (22 mm x 142 m) Type ‘DB’ jib wire rope 628 285Add 0.88” x 600’ (22 mm x 183 m) Type ‘RB’ jib wire rope 900 408Add 0.88” x 805’ (22 mm x 245 m) Type ‘DB’ jib wire rope 1,070 485Add 0.88” x 745’ (22 mm x 227 m) Type ‘RB’ 3rd drum rope 1,117 507Add 15−ton (13.6 mt) Hook Ball − Non−swivel 750 340Add 15−ton (13.6 mt) Hook Ball − Swivel 760 345 1Add 25−ton (22.7 mt) two sheave Hook Block 1,164 528 1Add 60−ton (54.4 mt) two sheave Hook Block 1,650 747Add 140−ton (127 mt) six sheave Hook Block 2,600 1 179 1Remove Auxiliary Lifting Bail −410 −186Remove Front hoist rope 0.88” x 950’ (22 mm x 290m) of type ‘DB’ −1,350 −612

HC−238H II Machine Working WeightsOption Description

GrossWeightlbs. (kg)

Maximum GroundBearing Pressure

psi (kg/cm2)

1Base Machine equipped with 50’ (15.24 m) of tube boom, live mast, “ABC” counterweight, 950’ (290 m) front hoist rope,600’ (182.88 m) rear hoist rope, 140−ton (127 mt) hook block, 77 gallons (291.4 L) of fuel, 85 gallons (321.76 L) of carri-er fuel, front and rear outrigger boxes with floats and fifth outrigger float, and 200 lbs. (90.7 kg) operator.

183,875(83 404)

177(12.44)

2 Option #1 plus “A” bumper counterweight and 210’ (64.01 m) of boom extensions to obtain 260’ (79.25 m) of main boom. 211,723(96 306)

92(6.47)

3 Option #2 plus 75’ (22.86 m) of tubular jib and 15−ton (13.6 mt) hook ball − subtract 30’ (9.14 m) of boom extension toobtain maximum 230’ + 75’ (70.1 + 22.9 m) of main boom + jib.

212,597(96 432)

115(8.09)

4 Option #1 plus “A” bumper counterweight, 140’ (42.67 m) of boom extensions, luffing boom top, 160’ (48.77 m) luffing jib,and 15−ton (13.6 mt) hook ball. Remove 30’ (9.14 m) open throat top.

222,126(100 756)

112(7.87)

5

Base Machine equipped with 35’ (10.67 m) of Hammerhead boom, live mast, “ABC” upper counterweight and “A”bumper counterweight, 950’ (290 m) front hoist rope, 600’ (182.88 m) rear hoist rope, 140−ton (127 mt) hook block, 77gallons (291.4 L) of fuel, 85 gallons (321.76 L) of carrier fuel, front and rear outrigger boxes with floats and fifth outriggerfloat, and 200 lbs. (90.7 kg) operator.

197,435(89 555)

172(12.09)

Minimum85’ (25.91 m)

Maximum165’ (50.29 m)

30’(9.14 m)

Minimum80’ (24.38 m)

Maximum160’ (48.77 m)

8’ 1“ (2.48 m)16.5’ (5.04 m)

3’ (0.9 m)

15’ 11” (4.85 m)* − 21’ 7”(6.59 m)

12’ 7”(3.85 m)

24’ 7”(7.51 m)

8’ (2.44 m)

* − Maximum value when boom is at 90� ROTATION C L

HC−238H II Luffing Attachment Dimensions

13”(0.33m)

25”(0.63 m)

47’ 11”(14.6 m)

11’ 8”(3.5 m)

14’ 5”(4.4 m)

26’ 0”(7.9 m) CG

Luffing Shipping ModuleLuffing jib base section, luffing boom top section and the front and rear fan post.

Luffing Shipping Module8,250 lbs. (3 742 kg)

ROTATION C L

CG

HC−238H II− 5 −

1 2

3

4

5

6

7

8

9

40

34

39

38

ROTATION C L

1. Fixed Jib Frontstay Pendant

2. Fixed Jib Mast

3. Fixed Jib Mast Deflector Sheaves

4. Luffing Jib Head Sheaves

5. Fixed Jib Backstay Pendant

6. Luffing Jib Pendants7. Backstop Deflector/Targets

8. Luffing Jib Backstops

9. Front Fan Post

10. Upper Link

11. Top Section Idler Sheaves

12. Lower Link

13. Pendant Deflector Sheaves

14. Rear Fan Post15. Tensiometer(s)

16. Luffing Boom Pendants

17. Fan Post Pendants

18. Bridle Guide Assembly

19. Luffing Jib Hoist Bridle

20. Luffing Jib Hoist Reeving - Eight (8) Part

21. Luffing Jib Bail

22. Luffing Jib Hoist Rope23. Third Drum Fleeting Sheave

24. Luffing Boom Backstops

25. Luffing Boom Live Mast

26. Luffing Boom Hoist Bridle

27. Luffing Boom Hoist Rope

28. Luffing Boom Hoist Bail

29. “ABC” Upper CTWT

30. Bumper Counterweight31. Third Drum Winch

32. 20 ft. (6.1 m) Luffing Boom Base Section

33. 10 ft. (3.05 m) Luffing Boom Self Assembly Section

34. Latch System

35. Luffing Boom Extensions

36. 5 ft. (1.5� m) Luffing Boom Top Section

37. Top Section Auxiliary Sheaves

38. 20 ft. (6.1 m) Luffing Jib Base Section39. Luffing Jib Extensions

40. 20 ft. (6.1 m) Luffing Jib Tip Section

41. Hook Block

42. Luffing Jib Load Hoist Rope

43. Luffing Jib Nose Wheel

44. Fixed Jib Base Section

45. Fixed Jib Backstop Pendant

46. Hook Ball47. Fixed Jib Load Hoist Rope

48. Fixed Jib Tip Section

49. Fixed Jib Nose Wheel

49

48

47

46 45

44

43

42

41 40

34

10

11

12

13

14

15

16

17

18

19

20

21

22

24

25

26

27

28

29

30

23

31

32

33

34

35

36

37

HC−238H II Luffing Attachment Nomenclature

HC−238H II − 6 −

Attachment Options� 50’ − 260’ (15.24 −

79.25 m) Open Throat Boom

Basic Boom − 50’ (15.24 m) two−piecedesign that utilizes a 20’ (6.10 m) base sectionand a 30’ (9.14 m) open throat top section within−line connecting pins. Boom extensions are70” (1.78 m) wide and 62” (1.57 m) deepcenters.� 135−ton (122.47 mt) maximum capacity� Boom feet on 55” (1.40 m) centers� 4” (0.10 m) “HX” diameter chords� Top section includes mounting lugs for all

optional attachments.� Lugs on base section to attach carrying

links.� Skywalk platform� Base section has mounting lugs for optional

third hoist drum.� Permanent skid pads mounted on top

section to protect head machinery� Six, 20.5” (0.52 m) root diameter steel

sheaves mounted on sealed anti−frictionbearings

� Mechanical boom angle indicator� Deflector roller on top section� Quick reeve boom topBoom Extensions − The following table pro−vides the lengths available and the suggestedquantity to obtain maximum boom in 10’ (3.05m) increments. Midpoint pendant connectionsare required at 110’ (33.53 m) for boomlengths of 250’ (76.2 m) and 260’ (79.25 m).

Boom Extensions Suggested Quantityfor Max. Boom

10’ (3.05 m) With orwithout lifting sheaves 1

20’ (6.10 m) 1

30’ (9.14 m) 0

40’ (12.19 m) 2

50’ (15.24 m) 2

� Deflector roller on top of each section� Appropriate length pendants� Maximum boom tip height of 264’ (80.47 m)� 10’ (3.05 m) extensions with lifting sheaves

is available for self assembly/disassembly.

� 35’ (10.67 m) Hammer Head Boom

Three−piece design that utilizes a 20’ (6.10 m)base section, a 10’ (3.05 m) transitionextension and a 5’ (1.5 m) head top sectionwith in−line connection pins.� 150−ton (136 mt) maximum capacity� Maximum boom tip height of 42’ (12.80 m)� Boom feet on 55” (1.40 m) centers� 4” (0.10 m) “HX” diameter chords� Lugs on base section to attach carrying links� Skywalk platform� Deflector roller on top section� Rigid sheave guards� Seven, 20.62” (0.52 m) root diameter steel

sheaves mounted on sealed anti−frictionbearings

� Mechanical boom angle indicator

� 30’ − 75’ (9.14 − 22.86 m) Fixed Jib

Basic Fixed Jib − 30’ (9.14 m) two−piecedesign that utilizes a 15’ (4.57 m) base sectionand a 15’ (4.57 m) top section with in−lineconnecting pins on 32” (0.81 m) wide and 24”(0.61m) deep centers.� 2” (38.1 mm) “BK” diameter chords� One 18.5” (0.47 m) root diameter steel

sheave mounted on sealed anti−frictionbearings.

� 15’ (4.57 m) jib extensions provide jiblengths at 45’ (13.72 m), 60’ (18.29 m) and75’ (22.86 m).

� Jib offset angles at 5, 15 and 25 degrees� Maximum tip height of open throat boom +

fixed jib is 308’ (93.87 m).

� 80’ − 160’ (24.38 − 48.77 m) Luffing Jib

Basic Luffing Jib − 80’ (24.38 m) five−piecedesign utilizes a 5’ (1.52 m) luffing boom topsection, 20’ (6.10 m) base section, 10’ (3.05m) extension, 30’ (9.14 m) extension, and 20’(6.10 m) top section with in−line connectingpins. Boom extensions are 44” (1.12 m) wideand 54” (1.37 m) deep at the centers.� 27−ton (24.5 mt) maximum capacity� Working lengths of 80’ (24.38 m) to 160’

(48.77 m).� Top section includes mounting lugs for all

attachment options� Lugs on base section to attach fan−post

transport links� Two steel 18” (0.46 m) diameter luffing jib

head sheaves� Two polyamide 21.25” (0.54 m) diameter

luffing boom auxiliary head sheaves� Pin−on nose wheel� Eight−part luffing jib hoist.� 1.25” (31.75 mm) diameter type “N”

pendantsLuffing Jib Extensions − The following tableprovides the lengths available and thesuggested quantity to obtain the maximumluffing jib in 10’ (3.05 m) increments. Midpointpendants are not required.

Luffing JibExtensions

Suggested Quantityfor Max. Boom

10’ (3.05 m) 0

20’ (6.10 m) 1

30’ (9.14 m) 2

Note: Extensions and pendants are commonwith the LS−138H, LS−138H II, LS−208H andLS−208H II.� Deflector roller on top of each extension� Appropriate length pendants� Max. luffing jib tip height of 326’ (99.36 m)

� 30’ (9.14 m) Fixed Jib� Common fixed jib used on open throat boom.� Maximum luffing jib plus fixed jib tip height

of 347’ (105.77 m)

� 85’ − 165’ (25.91 − 50.29 m) Luffing Boom

� Common base and extensions as openthroat boom

� 10’ (3.05 m) luffing extension required forbail anchor

� Working angles of 90, 85, 80, 75, 70, and 65degrees.

� Working lengths of 85’ (25.91 m) to 165’(50.29 m)

� 1.38” (34.92 mm) diameter type “N”pendants; same as open throat boom.

Luffing Boom Extensions − The followingtable provides the lengths available and thesuggested quantity to obtain the maximumluffing boom in 10’ (3.05 m) increments.Midpoint pendants are not required.

Luffing BoomExtensions

Suggested Quantityfor Max. Boom

10’ (3.05 m) Luffer Ready 1

20’ (6.10 m) 1

30’ (9.14 m) 0

40’ (12.19 m) 2

50’ (15.24 m) 2

� Rear hoist drum becomes luffing jib hoist� Optional third drum provides second

working hoist line, if required.� Designed for self−assembly� Luffing jib hoist bridle and bail can remain

reeved for machine transport� Job site mobility with attachment� Rolled out or rolled under erection methods� Compact transport module.

� Auxiliary 5’ (1.5 m)Tip Extension

Designed to use instead of a jib to provideclearance between working hoist lines. Theextension is equipped with two 18” (0.46 m)root diameter nylon sheaves mounted onsealed anti−friction bearings. Maximumcapacity is 9−ton (8.16 mt).

� Boom Hoist SystemDesigned to lift off maximum boom ormaximum boom plus jib unassisted. Operatesup to a maximum boom angle of 80 degrees.Automatically limits maximum boom angleoperation.� Pin−on bail frame� 12−part reeving with 7/8” (22.23 mm) type

‘LB’ wire rope� Bridle assembly� Two 1.38” (35.05 mm) pendants� Tubular spring buffered boom backstops

(rigid type) − standard� Tubular spring buffered hydraulic boom

backstops are optional to flip mast to rear ofupper.

� Steel sheaves contain sealed anti−frictionbearings.

� Boom speed from 0 to 82 degrees is 96seconds with no load. Speed determinedusing 200’ (60.96 m) of boom.

HC−238H II− 7 −

Revolving Upperstructure� FrameAll welded steel frame with precision machinesurfaces for mating parts.

� EngineIsuzu A−6SDITQB diesel engine with oil filter, oilcooler, air cleaner, fuel filter, water separator,hourmeter, tachometer and electrical shutdown.

Number of cylinders 6

Bore and stroke − in. (mm) 4.72 x 5.71(120 x 145)

Piston displacement − in3.(cm3 ) 600 (9 839)

Engine rpm at full load speed 2,100

Hi−idle rpm 2,325

Full load speed − h.p. (kw) 207 (155)

Peak torque − ft.−lb. (joule) 513 (696)

Peak torque − r.p.m. 1,400

Electrical system 24 volt

Batteries 2−12 volt

Approximatefuel consumption Gal./hr (L/hr)

100% H.P. 11.50 (43.53)

75% H.P. 8.60 (32.55)

50% H.P. 5.75 (21.77)

25% H.P. 2.87 (10.86)

� Hydraulic SystemSpecifications

Hydraulic Pumps − The pump arrangement isdesigned to provide hydraulically poweredfunctions allowing positive, precise controlwith independent or simultaneous operation ofall crane functions.� Two variable displacement pumps operating

at 4,000 psi (281 kg/cm2) and 64 gal/min(242 L/min) powers the load hoist drums,boom hoist drum and third drum.

� Two fixed displacement gear type pumpsoperating at 3,000 psi (210 kg/cm2) and 23gal/min (87 L/min) powers the swingmotors.

� One fixed displacement gear type pumpoperating at 1,200 psi (84.4 kg/cm2) and 8gal/min (30 L/min) powers the pilot controlsystem, clutches, brakes, pump controlsand counterweight lifting cylinders.

� One fixed displacement gear type pumpoperating at 2,000 psi (141 kg/cm2) and 7gal/min (26.5 L/min) powers the live mastrear storage cylinders.

Pump Control (“Fine Inching”) mode −Special pump setting, selectable fromoperator’s cab, that allows very slowmovements of load hoist drums and boomhoist drum for precision work.Hydraulic Reservoir − 42 gal. (159 L),equipped with sight level gauge. Diffusers built in for deaeration.Filtration − One, 10 micron, full flow, line filterin the control circuit. All oil is filtered prior toentering the reservoir.Counterbalance Valves − All hoist motors areequipped with counterbalance valves to pro−vide positive load lowering and preventaccidental load drop if the hydraulic pressureis suddenly lost.

� Load Hoist DrumsEach drum contains a pilot controlled,bi−directional, axial piston motor and aplanetary gear reduction unit to providepositive control under all load conditions.� Power up/down & free−fall operation modes� Automatic brake mode (spring applied,

hydraulically released, band type brake)� 0.88” (22.22 mm) grooved lagging� Drum pawl controlled manually� Mechanical thumb thumper drum rotation

indicators� Mounted on anti−friction bearings� 16.76” (0.43 m) root diameter� 33.85” (0.86 m) flange diameter� 23.15” (0.59 m) width

Note: The free−fall operational mode isdesigned to prevent load lowering even ifthe free−fall switch is accidentally activated.The automatic brake mode meets all OSHArequirements for personnel handling.

Drum Clutches − Speed−o−Matic� powerhydraulic two−shoe clutch design that usesa 26” (660 mm) diameter x 5.12” (130 mm)wide shoe that internally expands toprovide load control. Swept area is 418 in2

(2 697 cm2).

Drum Brakes − External contacting band type38” (965 mm) diameter x 5” (127 mm) wide.Provides a swept area of 597 in2 (3 851 cm2). Spring applied hydraulic release“automatic brake mode” or mechanical linkagefoot control.

� Optional Third Hoist Drum

The hydraulic winch is mounted in the boombase section in conjunction with a fleetingsheave and 3−sheave idler assembly to runthe wire rope over the boom top section.� Power up/down Automatic brake mode.� Optional − Free−spooling capability for pile

driving applications.� Spring applied hydraulically released

brakes.� Grooved for 0.88” (22.22 mm) wire rope.� 18.75” (0.47 m) root diameter.� 27” (0.69 m) flange diameter.� 24” (0.61 m) width.� Mounted on anti−friction bearings.

� Boom Hoist DrumContains a pilot controlled, bi−directional, axialpiston motor and a planetary gear reductionunit to provide positive control under all loadconditions.� Spring applied, hydraulically released, disc

type brake controlled automatically.� Drum pawl controlled automatically.� Mounted on anti−friction bearings.

� 0.88” (22.22 mm) grooved lagging� 15” (0.38 m) root diameter.� 30.71” (0.78 m) flange diameter.� 12.04” (0.31 m) width.

� Swing SystemPilot controlled bi−directional axial pistonmotors and planetary gear reduction unitprovides positive control under all loadconditions.� Spring applied, hydraulically released, 360

degree multi−plate brake� Free swing mode when lever is in neutral

position� Two position positive house lock� Audio/Visual swing alarms� Maximum swing speed is 2.2 rpm

� Upper CounterweightConsist of a three piece design that can beeasily lowered to the carrier deck.� 23,000 lbs. (10 432 kg) “A” counterweight� 19,330 lbs. (8 768 kg) “B” counterweight� 21,110 lbs. (9 575 kg) “C” counterweight� Total upper structure counterweight 63,440

(28 776 kg)

� Operator’s Cab andControls

Fully enclosed modular steel compartment isindependently mounted and insulated toprotect against vibration and noise.� All tinted/tempered safety glass� Sliding entry door and front window� Swing up roof window with wiper� Door and window locks� Heater with circulating fan� Sun visor� Engine instrumentation panel (tachometer,

voltmeter, engine oil pressure, engine watertemperature, fuel level, hydraulic oiltemperature, hour meter, and servicemonitor system)

� Mechanical drum rotation indicators for frontand rear hoist drums

� Six−way adjustable seat� Dry chemical fire extinguisher� Hand and foot throttle� Fully adjustable single axis arm chair

controls� Swing lever with swing brake and horn

located on handle� Bubble type level� Ergonomic gauge layout� Control shut off lever

(continued from page 7)

HC−238H II − 8 −

HC−238H II Load Hoist PerformanceAvailable line speed and pull − based on Isuzu 4HK1 engine at 2,100 rpm full load speed. Line Pulls are not based on wire rope strength. See wirerope capacity chart for maximum permissible single part of line working loads.

Front Drum − 7/8” (22 mm) Rope

MaximumLine Pull

No LoadLine Speed

Full LoadLine Speed Pitch Diameter Layer Total

Layer lb kg ft/min m/min ft/min m/min in mm ft m ft m

1 35,292 16 008 249 76 76 23 17.6 442 111 33.8 111 33.8

2 32,084 14 553 274 84 83 25 19.1 493 122 37.1 233 70.9

3 29,410 13 340 299 91 91 28 20.7 526 133 40.5 365 111.4

4 27,148 12 314 324 99 99 30 22.2 564 144 43.8 509 155.3

5 25,209 11 435 349 106 106 32 23.7 602 155 47.2 664 202.4

6 23,528 10 672 374 114 114 35 25.2 641 166 50.5 830 253.0

7 22,058 10 006 399 122 121 37 26.7 678 177 53.9 1,007 306.9

Rear Drum − 7/8” (22 mm) Rope

LayerMaximumLine Pull

No LoadLine Speed

Full LoadLine Speed Pitch Diameter Layer Total

lb kg ft/min m/min ft/min m/min in mm ft m ft m

1 21,781 9 880 404 123 123 37 17.6 448 111 33.8 111 33.8

2 19,801 8 982 444 135 135 41 19.4 492 122 37.1 233 70.9

3 18,151 8 233 485 148 147 45 21.1 537 133 40.5 365 111.4

4 16,755 7 600 525 160 160 49 22.9 581 144 43.8 509 155.3

5 15,558 7 057 566 173 172 52 24.6 626 155 47.2 664 202.4

6 14,521 6 587 606 185 184 56 26.4 670 166 50.5 830 253.0

7 13,613 6 175 646 197 197 60 28.1 715 177 53.9 1,007 306.9

Boom Hoist Drum − 7/8” (22 mm) Rope

LayerMaximumLine Pull

No LoadLine Speed

Full LoadLine Speed Pitch Diameter Layer Total

lb kg ft/min m/min ft/min m/min in mm ft m ft m

1 38,496 17 462 119 36 77 23 15.88 403.2 51.8 15.8 51.8 15.8

2 34,647 15 716 132 40 86 26 17.63 447.7 57.1 17.4 108.9 33.2

3 31,497 14 287 145 44 94 29 19.38 429.1 62.3 19.0 171.2 53.2

4 28,872 13 096 158 48 103 31 21.13 536.6 67.2 20.5 238.5 72.7

5 26,651 12 089 171 52 111 34 22.88 581.0 72.5 22.1 310.9 94.8

6 24,748 11 226 185 56 120 37 24.63 625.5 77.4 23.6 388.4 118.4

7 23,098 10 477 198 60 129 39 26.38 669.9 82.7 25.2 471.3 143.7

Third Drum Capacity − 7/8” (22 mm) Rope

LayerMaximumLine Pull

No LoadLine Speed

Full LoadLine Speed Pitch Diameter Layer Total

lb kg ft/min m/min ft/min m/min in mm ft m ft m

1 19,640 8 909 252 77 193 59 19.6 498 128 39.01 128 39.01

2 18,032 8 179 275 84 210 64 21.4 544 139 42.37 267 81.38

3 16,668 7 560 297 91 228 69 23.1 587 151 46.02 418 127.41

4 15,495 7 029 320 98 245 75 24.9 632 162 49.38 580 176.78

5 14,477 6 567 342 104 262 80 26.6 675 173 52.73 753 229.51

Wire Rope ApplicationSize: Diameter

TypeMax. Permissible Load

Type “DB: 6 X 25 (6X19 Class) − filler wire − ex-tra improved plow steel − preformed I.W.R.C. −right lay − regular layType “RB”: 19 strand, compacted strand, rota-tion resistant − extra extra improved plow steel −preformed right lay − regular layType “LB”: 6 strand, compacted strand, seale orWarrington seale − preformed, I.W.R.C. − rightlay − regular lay.

inch mm lbs. kg

Main hoist 7/8 22 DB 22,700 10 297

Auxiliary hoist 7/8 22 RB 17,520 7 947

Boom hoist 7/8 22 LB 25,000 11 340

Boom pendants 1−3/8 35 N n/a n/a

Jib pendants 3/4 19 N n/a n/a

HC−238H II− 9 −

Revolving Upperstructure (continued from page 7)

� Load MomentIndicator/Limiter

Standard Equipment: PAT DS−350G/1334modular system that includes two line− riders,angle sensor, computer, graphics display, andanti two block equipment to provide thefollowing information:� Graphic representation of Machine

Configuration� Graphical step−by−step machine set−up� Boom length & angle� Jib length & angle� Load on hook� Rated load

� Load radius� Tip height� Anti−two block warning & function limiters

operation mode� Provides an audio/visual warning when the

load on hook is within 90% of the cranesrated load.

� Provides an audio/visual warning and limitsfunctions when the load on hook is at 100%of the cranes rated load.

� Operator settable alarms include maximumand minimum boom angle, maximum tipheight, left and right swing, and rangecontrol (obstacle avoidance). These alarmsprovide an audio/visual warning only.

Note: Function limiters are activated forAnti−two block and overload conditions.These limiters are designed to prevent hoistup on front, rear and third hoist drums, andboom hoist down.

� Additional Equipment− Standard

� 93” (2.36 m) outside diameter turn tablebearing

� Front, and removable right catwalks.� Left side catwalks are optional.� 77 (usable) U.S. Gallons (291.5 L) fuel tank� Upper lifting links� Two 70−watt headlights

Carrier� TypeAll welded steel frame with precisionmachined surfaces for mating parts.� 11’ 0” (3.35 m) wide� 23’ 6” (7.16 m) wheel base.� 8 x 4 drive.� 100,000 psi (689.5 mPa) alloy steel, triple

box construction.

� AxlesFront� Tubular tandem axles� 105” (2.67 m) track with single wheels.� Oil lubed wheel bearings with see through

hubcaps.� 43,660 lbs. (19 804 kg) maximum axle

loading at 56 m.p.h. (90 km/hr)Rear� Tubular tandem axles� 100.25” (2.56 m) track with dual wheels.� Oil lubed wheel bearings with see through

hubcaps.� 9.14:1 ratio with interaxle differential lockout� 85,840 lbs. (38 936 kg) maximum axle

loading at 56 m.p.h. (90 km/hr)Optional Pusher Axle� Tubular single axles� 97.75” (2.48 m) track with dual wheels.� Oil lubed wheel bearings with see through

hubcaps.� 22,000 lbs. (9 979 kg) maximum axle

loading at 56 m.p.h. (90 km/hr)� Can be air lifted to provide 4.31” (109.5

mm) clearance to ground� Air controlled

� SuspensionFront − Air−ride system, 4−bag walking beamstyle, that deflates to solid mount forincreased stability during job site travel.Rear − Solid mount, bronze bushed equalizerbeams with rubber bushed torque rods.

� WheelsFront − Hub mounted steel disc.Rear − Integral with planetary hubs.

� TiresStandard − 385/95 R25 VHS tubeless radials.� Three−star rating� Static load − 16.6 width x 24.6 radius

� BrakesService� Full air brakes on all wheel ends. Dual

circuit with modulated emergency brakes.Front� 16.5” x 6” (0.42 m x 0.15 m) S−Cam brakes.Rear� 20.25” x 7” (0.51 m x 0.18 m) S−Cam

brakes.Parking/Emergency� One spring set, air released chamber per

rear axle end. Emergency brakes applyautomatically when air pressure dropsbelow 60 psi (413.7 kPa) in both systems.

� Steering� Sheppard full integral, hydraulic power.� Steering mounted on high sides of frame to

minimize exposure to hazards.� High speed, high power system to maximize

maneuverability both on job and on theroad.

� TransmissionsMain� Eaton RTO 14908LL with 8 progressive

highway gears and 2 “super low” gears for10 forward and 3 reverse speeds.

Auxiliary� Spicer P−1241−C; used with manual

transmission; midship mounted with4−speed gearing; 2.31:1 first gear ratio.

� ElectricalFour group 31 batteries provide 12−voltoperating system and 12−volt starting with1,600 cold cranking amps available. Chargingis provided by a 130 amp alternator.

Lights� Four dual, sealed beam headlights� Front, side, and rear directional signals with

4−way hazard system� Stop and tail lights� Rear and side clearance lights� Side turn indicators� Lighted license plate bracket

� OutriggersThe outrigger system is designed with fivehydraulically controlled outriggers that providean optimal 360−degree working area andsimultaneous operation of steering andoutriggers.� The front and rear outriggers are a

double−box design that allows all fourtelescoping beams and jacks toextend/retract independently.

� Hydraulic controls are located at eachoutrigger location with the bumper outriggeroperated at the front bumper. The controlsare designed to allow both front and rearjacks to be operated from the driver’s sideof carrier if necessary.

� Vertical jack cylinders are equipped withholding valves.

� Quick−attach self−aligning rear outriggerbox with hydraulic pins.

� Quick attach self−aligning front outriggerbox with manual pins. Hydraulic pins areoptional.

� Front left outrigger jack will tilt to allow frontbox to roll under carrier frame for removal.

� 34” (0.86 m) diameter quick−release steelfloats.

� 24” (0.61 m) diameter self−storingaluminum bumper float.

Jack Reactions� Maximum 180,000 lbs. (81 648 kg) force

and 198 psi (1 365 kPa) ground bearingpressure on main outriggers

� Maximum 41,000 lbs. (18 598 kg) force and91 psi (627 kPa) ground bearing pressureon front bumper outrigger.

HC−238H II − 10 −

� Carrier EngineSpecifications

Specification Cummins ISX12

Emissions Compli­ance Level:

EPA 2010 (1)

Maximum AllowableSulfur Content of Fuel(PPM):

15

Numbers of Cylinders 6

Cycle 4

Bore and Stroke: inch(mm)

5.11 x 5.91 (130x150)

Piston Displacement:in3 (L)

729 (11.9)

Max. Brake Horse­power: hp (kW)

500 (373) @ 1,800rpm

460 (343) @ 2,100rpm

Peak Torque: ft lb(Nm)

1,550 (2 102) @1,200 rpm

Alternator: volts -amps

12 - 145

Crankcase Capacity:qt (L)

48 (45.4)

� Cruise control

� Three-stage engine compression brake

� Thermostatically controlled, hydraulically driven radiator fan

� 120 volt engine block heater

� Ether injection system - optional ISX(1) Complies with EPA emissions standardseffective January 2010.

� BumperCounterweight

Standard� “A” counterweight − 13,500 lbs. (6 124 kg)

� Carrier CabFully enclosed, one person. Galvaneal steelconstruction, lined with vinyl covered acous−tical insulation with sound reduction insula−tion and isolated from engine compartment.Equipped with:� Air ride seat with seat belt� 2−speed, electric windshield wiper and

washer� Tilt/telescoping steering column� Front and roof, fresh air vents� Safety plate glass on front� Sliding, tinted, rear and right side windows� Roll down door window� Door and window locks� Diagnostic connectors for engine� Fire extinguisher� 19,800 BTU heater/defroster� Rubber floor mat� Horn� Dome light� Accessory plug/lighterCab Instrumentation − Tilt−out (for serviceaccess), illuminated, instrument panelincludes:� Speedometer � Odometer� Hourmeter � Tachometer� Voltmeter

� Stop and check engine warning lights� Fuel gauge� Engine oil pressure gauge� Engine temperature gauge� Front and rear air pressure gauges

with low air pressure warning buzzer/light� Cruise controls� Engine fan override switch� Heater and defroster controls� Light controls� Park brake switch and applied light� Engine diagnostic switch

� Additional EquipmentStandard:� Towing shackles, front and rear.� Aluminum, full deck fenders and ladders� Outrigger controls located on outrigger

boxes.� Engine throttle−up control switch� West Coast−type rear view mirrors with

adjustable convex mirror� Trailer electrical and air connectors� 2−way reading bubble levels� Back−up alarm� Mud flaps� Air dryer� Lug wrench� Tire inflation system� Remote plug for block heater� 85 gal. (321.76 L) fuel tankOptional:

� Spare tires and rims

� Carrier SpeedsMain−Eaton RTO 16908LL

Auxiliary−Spicer P−1241−C

4th (0.81) 3rd (1.00) 2nd (1.24) 1st (2.37)

Gear Ratio mph km/h mph km/h mph km/h mph km/h

High

8th7th6th5th

.741.001.361.83

58.443.231.823.6

94.269.551.238.0

47.435.125.819.2

76.356.541.530.9

38.228.320.815.5

61.545.533.524.9

20.014.810.98.1

32.223.817.513.0

Low

4th3rd2nd1stL

2.533.404.636.249.42

17.112.79.36.94.6

27.520.415.011.17.4

13.910.37.65.63.7

22.416.612.29.06.0

11.28.36.14.53.0

18.013.49.87.24.8

5.94.43.22.41.6

9.57.15.13.92.6

Deep Reduction LL 14.56 3.0 4.8 2.4 3.9 1.9 3.1 1.0 1.6

Hi Rev.Lo Rev.

Rev.Rev.

2.899.85

15.04.4

24.17.1

12.13.6

19.55.8

9.82.9

15.84.7

5.11.5

8.22.4

Deep Reduction Rev. 15.22 2.8 4.5 2.3 3.7 1.9 3.1 1.0 1.6

Deep Reduction@ 600 rpm LL 14.56 0.85 1.4 0.7 1.2 .55 0.9 0.3 0.5

Deep Reduction@ 600 rpm Rev. 15.22 0.8 1.3 0.65 1.1 0.5 0.8 0.3 0.5

HC−238H II− 11 −

� Axle LoadsBase machine: Standard carrier with 85 gallons (321 L) offuel and manual front outrigger pins. Standard revolvingupperstructure with 77 gallons (291 L) of fuel, rigidbackstops, mast, bridle, bail, and 950’ (290 m) of fronthoist rope.

Gross VehicleWeight

Upper Facing Rear of Carrier Upper Facing Front of Carrier

Front Axle Rear Axle Front Axle Rear Axle

lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg

85,080 38 592 32,012 14 974 52,068 23 618 25,582 11 604 59,498 26 988

Add Rear Outrigger Box w/ Hydraulic Pin Pullers 9,954 4 515 −2,711 −1 230 12,665 5 745 −2,711 −1 230 12,665 5 745

Add Front Outrigger Box w/ Manual Pins 9,049 4 104 5,195 2 357 3,853 1 748 5,195 2 357 3,853 1 748

Add Hydraulic Front Outrigger Pin Removal System 647 293 317 169 276 125 371 169 276 125

Add Main Outrigger Floats To Storage Racks 660 299 230 104 430 195 230 104 430 195

Add Bumper Outrigger Pontoon To Storage Rack 80 36 60 27 20 9 60 27 20 9

Add “A” Bumper Counterweight 13,500 6 123 16,420 7 448 −2,920 −1 325 16,420 7 448 −2,920 −1 325

Add Pusher Lift Axle (Maximum Boost) 2,250 1 021 −4,834 −2 193 −11,166 −5 065 −4,834 −2 193 −11,166 −5 065

Add Tag Axle (Customer Supplied) 7,000 3 175 7,234 3 281 −24,234 −10 993 7,234 3 281 −24,234 −10 993

Add Driver To Carrier Cab 220 100 245 111 −25 −11 245 111 −25 −11Add Hydraulic Backstops 535 243 116 52 419 190 51 23 484 219Flip Mast to rear of Upper 0 0 4,442 2 015 1,744 791 −2,505 −1 136 8,691 3 942Add 465’ (145 m) Type ‘DB’ Rear Hoist Rope 628 285 282 128 346 157 −86 −39 714 324Add 600’ (183 m) Type ‘RB’ Rear Hoist Rope 900 408 404 183 496 225 −124 −56 1,024 464Add 800’ (245 m) Type ‘DB’ Rear Hoist Rope 1,070 485 480 218 590 267 −147 −67 1217 552Add “A” Upper Counterweight 22,730 10 310 16,932 7 680 6,068 2 752 −9,755 −4 425 32,755 14 858Add “B” Upper Counterweight 19,200 8 709 12,280 5 570 7,050 3 198 −6,248 −2 834 25,578 11 602Add “C” Upper Counterweight 27,070 12 279 15,805 7 169 5,305 2 406 −9,217 −4 181 30,327 13 756Remove Wire Rope From Front Drum −1,350 −612 −378 −171 −972 −441 −43 −20 −1,307 −593Add 20’ (6.10 m) Base Section 3,350 1 520 −1,222 −554 4,572 2 074Add 10’ (3.05 m) Extension w/ Lifting Sheaves 2,607 1 183 −3,137 −1 423 5,744 2 606Add 10’ (3.05 m) Luffer Ready Extension w/o Bail 3,162 1 434 −3,361 −1 524 6,523 2 959Add Luffing Jib Bail to the 10’ Extension 1013 459 −1,248 −566 2,261 1 026Add Luffing Jib Bridle to the 10’ Extension 517 235 −668 −303 1,185 537Add Third Drum, Wire Rope and Idler to Base Section 3,515 1 594 −698 −317 4,213 1 911Add Hookblock to 10’ (3.05 m) Self−assembly Extension 2,000 907 −4,255 −1 930 6,255 2 837Add Single Axle Dolly w/ Base and Peak 15,392 6 982 1,507 684 −2,922 −1 325Add Single Axle Dolly w/ Base and 10’ (3.05 m) Self Assy. 13,002 5 898 1,588 721 1,958 888Add Tandem Axle Dolly w/ Base and Peak 17,392 7 889 1,507 684 −2,922 −1 325Add Tandem Axle Dolly w/ Base and 10’ (3.05 m) Self Assy. 15,002 6 805 1,588 721 1,958 888Add Hookblock to 10’ (3.05 m) Self−assembly (w/ Dolly) 2,000 907 −29 −13 −937 −425Add Hookblock to Boom Peak (w/ Dolly) 2,000 907 −100 −45 −3,196 −1 450

Axle Maximum Allowable Load @ 65 mph (104 km/h)

Front Tandem 43,660 lb (19 804 kg)

Rear Tandem 85,840 lb (38 937 kg)

Pusher 20,000 lb (9 072 kg)

HC−238H II − 12 −

Link−Belt Construction Equipment Company Lexington, Kentucky www.linkbelt.com�Link−Belt is a registered trademark. Copyright 2013. All rights reserved. We are constantly improving our products and therefore reserve the right to change designs and specifications.

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HC–238H II 150–ton (136 metric ton)���������

Tube Boom Capacities50 – 260 ft. (15.24 – 79.25 m)

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� 35’ (10.67 m) Hammer Head Boom� 50’ – 260’ (15.24 – 79.25 m) Open Throat

Boom� 70” (1.78 m) Wide x 62” (1.57 m) Deep boom� ������������ �� ��������� ��

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HC–238H II

CAUTION: This material is supplied for reference use only. Operator must refer toin–cab Crane Rating Manual to determine allowable machine lifting capacities andoperating procedures.

–2–HC–238H II

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OPERATING INSTRUCTIONS

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1. Rated lifting capacities in pounds as shown on lift chartpertain to this crane as originally manufactured andnormally equipped by Link–Belt Construction EquipmentCompany (LBCE). Modifications to the crane or use ofoptional equipment other than that specified can result ina reduction of capacity.

2. Construction equipment can be dangerous if improperlyoperated or maintained. Operation and maintenance ofthis crane must be in compliance with the information inthe Operator’s, Parts and Safety manuals supplied withthis crane. If the manuals are missing, orderreplacements through the distributor.

3. The operator and other personnel associated with thiscrane shall read and fully understand the latestapplicable American National Standards Institute (ANSI)safety standards for cranes.

4. All capacities listed in this book are in compliance withASME/ANSI B30.5–1994, SAE J987–April 1994, andSAE J765–October 1990.

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1. Capacities shown are in pounds and are not more than85% of the tipping loads on outriggers and 75% of thetipping loads on tires with crane standing level on firmsupporting surface. A deduction must be made fromthese capacities for weight of hook block, hook ball,sling, grapple, load weighing devices, etc. When usingmain hook while jib is attached, reduce capacities byvalues shown on chart “Capacity Deductions For LiftingOff Main Boom Hook With Jib Installed.” When usingmain hook while 5’ Tip Extension is attached, reducecapacities by values shown in “Capacity Deduction forLifting Off Main Hook with 5’ Tip Extension Installed”.See Operator’s Manual for all limitations when raising orlowering attachment.

2. The hammerhead boom is available only in a 35’ length.3. The crane capacities in the shaded areas are based on

structural strength or hydraulic limitations. The cranecapacities in the non– shaded areas are based onstability ratings. Some capacities are limited by amaximum obtainable 80� boom angle.

4. For recommended reeving, parts of line, wire rope typeand wire rope inspection, see Wire Rope Capacity Chartand Operators Manual.

5. 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 liftingcapacities are based on correct reeving. Deductionmust be made for excessive reeving. Any reeving overminimum required is considered excessive and must beaccounted for when making lifts. Use Working RangeDiagram to estimate the extra feet of wire rope includedin reeving. Then consult Wire Rope Capacity chart todetermine the weight per foot of wire rope type. Deductthis amount for each extra foot of wire rope beforeattempting to lift a load.

6. Rated lifting capacities do not account for the effects ofwind on a suspended load or boom. Lifting capacitiesshould be considered acceptable for wind speeds lessthan 20 mph and appropriately reduced for wind speedsgreater than 20 mph. Extreme caution should be usedwhen lifting heavy loads or loads with large wind sailarea under high wind conditions (over 20 mph). SeeWind Restriction charts in this manual for appropriatecapacity reductions.

7. “On outrigger” capacities require that all four outriggerbeams are fully extended, all five jacks are extendeduntil all tires are clear of the ground and crane isproperly leveled on a firm supporting surface.

8. The least stable rated condition is over the side.9. Do not lift or suspend a load from the boom tip extension

or jib and the main boom at the same time.10. Do not swing over side until all four outrigger beams are

fully extended, all five jacks are extended until all tiresare clear of the ground and crane is properly leveled ona firm supporting surface.

11. “0+0” counterweight indicates no upper or carriercounterweight on the machine.

12. “A+0” counterweight indicates 23,000 lb. “A” uppercounterweight with no carrier counterweight.

13. “AB+0” counterweight indicates 42,330 lb. “AB” uppercounterweight with no carrier counterweight.

14. “ABC+0” counterweight indicates 63,440 lb. “ABC” uppercounterweight with no carrier counterweight.

15. “ABC+A” counterweight indicates 63,440 lb. “ABC”upper counterweight with 13,500 lb. carriercounterweight.

–3– HC–238H II

16. Midpoint pendants are required on open throat booms250 ft. and 260 ft. in length.

17. Load ratings are based on freely suspended loads andmake no allowance for such factors as the effect ofwind, ground conditions and operating speeds.Therefore the operator shall reduce load ratings in orderto take these conditions into account.

18. 45’ open throat boom consists of the 20’ boom basesection and the 25’ open throat peak section.

19. 50’–260’ boom lengths consist of the 20’ boom basesection, the appropriate length of boom extensions, andeither of the following:– 30’ open throat peak– 25’ open throat peak w/5’ open throat boom extension.

20. When using the 25’ open throat peak section with boomlengths 50’ or longer, the 5’ open throat boom extensionmust be pinned directly to the 25’ open throat peak.

PICK AND CARRY CAPACITIES:1. On tire capacities are restricted to a maximum travel

speed of 1 mph (1.6 km/h). The boom must be centeredstraight over the rear with travel swing lock engaged andthe load must be restrained from swinging.

2. Travel slowly and cautiously on a firm and levelsupporting surface.

3. Control load with taglines to prevent an increase in loadradius while traveling. Failure to control load radiuscould result in a tipping condition, or boom and jibfailure.

DEFINITIONS:1. Load Radius: Horizontal distance from a projection of

the axis of rotation to the supporting surface, beforeloading, to the center of the vertical hoist line or tacklewith load applied.

2. Boom Angle: The angle between the boom basesection and horizontal with freely suspended load at therated radius.

3. Working Area: Area measured in a circular arc aboutthe center line of rotation as shown on the Working AreaDiagram.

4. Freely Suspended Load: Load hanging free with nodirect external force applied except by the hoist line.

5. Side Load: Horizontal side force applied to the liftedload either on the ground or in the air.

–4–HC–238H II

WIRE ROPE CAPACITY

Parts 7/8”of

LineNotes

Line Type “DB” Type “RB”

1 22,700 17,520 *2 45,400 35,0403 68,100 52,5604 90,800 70,0805 113,500 87,600 Capacities shown are in

6 136,200 105,120 pounds and working loadsmust not exceed the ratings

7 158,900 122,640must not exceed the ratingson the capacity charts in

8 181,600 140,160this Crane Rating Manual.Study Operator’s Manual for

9 204,300 157,680Study Operator’s Manual forwire rope inspection proce-

10 227,000 175,200dures and one part of lineapplications.

11 249,700 192,72012 272,400 210,24013 295,100 227,76014 317,800 245,280

LBCEType Description

DB 6 x 26 (6 x 19 Class) – Warrington Seale – Extra ImprovedPlow Steel – Preformed – Right Lay – Regular Lay – I.W.R.C.

RB* 19 x 19 Rotation Resistant– Extra Extra Improved Plow Steel– Preformed – Right Lay – Regular Lay. Swaged – S.F. = 5:1

* Use of swivel end with 1 part of line is not recommended.

WORKING AREAS

BoomCL

FrontPontoonSupport

CL

Center OfRotation

Rear PontoonSupport

CL

Carrier On Outriggers

Longitudinal COf Carrier

L

CL Front Axle(Bogie)

Rear Axle(Bogie)

Center OfRotation

Boom StraightOver Rear

CL

BoomCL

Carrier On Tires

CL

360�

OverRear

SeeNote

SeeNote

SeeNote

Note:�� These Lines Determine The Limiting Position Of Any Load For

Operation Within Working Areas Indicated.

ALLOWABLE COUNTERWEIGHTSAllowable boom lengths

CounterweightCombinations (1) Open throatsCombinations (1)

w/o Jib (ft) With Jib (ft) (4)

0+0 (2) 50–150A+0 (2) 50–190AB+0 (2) 50–210

PROHIBITED

AB+A (2) 50–220ABC+0 (2) 50–240 50–210ABC+A (2) 50–260 50–230

Notes:1. Counterweight combinations are for a HC–238H II equipped with

an open throat boom. Counterweight combinations must be usedonly as shown on this chart, otherwise crane may overturn or other damage may occur.

2. “A” Upper Counterweight – 23,000# “AB” Upper Counterweight – 42,330#“ABC” Upper Counterweight – 63,440# “A” Bumper Counterweight – 13,500#

3. Do not swing over the side until outrigger beams are fullyextended and outrigger jacks set with upper counterweights, or crane may overturn.

4. Maximum jib length is 75 ft.

LIFTOFF CAPABILITIES

Counter-weight

Maximum Maximum Maximum Boom + Jibweight

(upper +bumper)

Boom Overside (ft)

Boom OverRear (ft) Over Side Over Rear

0+0 (3) 150 N/AA+0 (3) 190 N/AAB+0 (3) 210 N/A

PROHIBITED

AB+A (3) 220 N/AABC+0 (3) 240 N/A 210+75 210+75ABC+A (4) 250 260 220+75 230+75

*Notes:1. 95% of available crane stability.2. Crane on firm and level surface.3. Maximum allowable boom based on liftoff over side.4. Maximum allowable boom based on liftoff as shown.5. Open throat booms 250ft and 260 ft in length require midpoint

suspension pendants.6. Any boom length or boom + jib combination that is rated for liftoff

over side may also be erected safely over rear.

LIFTOFF CAPABILITIES ONTIRES OVER THE REAR *

Counterweight(upper + bumper) Boom (ft) Boom + Jib (ft)

0+0 100A+0 130

AB+0 160PROHIBITED

AB+A 190ABC+0 190 150+75ABC+A 210 170+75

*Notes:1. 95% of available crane stability.2. Crane on firm and level surface.3. Do not attempt to liftoff any boom or boom and jib combination over

the side when on tires.

–5– HC–238H II

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1. The effects of the wind force on the hook load are the respon–

sibility of the user and are not taken into account. When hoisting any load in windy conditions, the load wind area and loadcontrollability must be considered for safe crane operation.

2. Wind speed is to be determined at the boom top section.

+,".��0��.����%�

Boom and Boom + Jib Lengths up to 250’

DESCRIPTIONALLOWABLE

WINDSPEEDS INM.P.H.

1. Normal Lifting Operation.(See Capacity Charts.) 0–20 m.p.h.

2. Reduced Operation.Capacities must be reduced by 20%. 21–30 m.p.h.

3. Reduced Operation.Capacities must be reduced by 40%. 31–40 m.p.h.

4. Reduced Operation.Capacities must be reduced by 70%. 41–45 m.p.h.

4. No Operation.Store Attachment On Ground. Over 45 m.p.h.

Boom and Boom + Jib Lengths greater than 250’1. Normal Lifting Operation.

(See Capacity Charts.) 0–20 m.p.h.

2. Reduced Operation.Capacities must be reduced by 35%. 21–30 m.p.h.

3. Reduced Operation.Capacities must be reduced by 60%. 31–40 m.p.h.

4. Reduced Operation.Capacities must be reduced by 80%. 41–45 m.p.h.

4. No Operation.Store Attachment On Ground. Over 45 m.p.h.

LIVE MAST LIFTING CAPACITIESLoad Radius

(ft)Mast Angle

(deg)On Tires (lbs) On Outriggers

(lbs)

10 71.2 30,000 50,00011 68.9 30,000 50,00012 66.5 30,000 50,00013 64.1 30,000 50,00014 61.6 30,000 50,00015 59.1 30,000 50,00016 56.5 30,000 50,00017 53.8 30,000 50,00018 51.0 29,300 50,00019 48.1 27,200 50,00020 45.1 25,300 50,00021 41.9 23,700 50,00022 38.5 22,200 49,30023 34.8 20,900 45,40024 30.7 19,800 42,10025 26.0 18,700 39,30026 20.5 17,800 36,70027 12.7 16,900 34,500

CAUTION

1. Refer to operator’s manual.2. Live mast backstops must be in position and operative.3. Use rear drum only. Reeve hoist line to drum over mast cross member..4. Reeve hoist rope with three parst of 0.875” diameter wire rope.5. Do not swing upper when crane is on tires and upper equipped with “A”,

“AB”, OR “ABC” counterweights.6. Refer to “crane assembly component weights” for weights of

components when lifting from live mast.

NOTES:1. Refer to the Operator’s Manual.2. The crane shall be leveled on a firm supporting surface.3. Capacities are based on 75% stability.4. See Crane Assembly Component Weights chart for weight of com-

ponents for crane assembly.5. Rated capacities for 360� rotation.6. Boom extensions may be handled with one hook, “A” and “B” coun-

terweights must be handled with two hooks.7. For crane assembly / disassembly only.

A

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WeightComponent

lb

1. 30’ Top Section With 6 Sheave Head Machinery 4,8902. 25’ Top Section with 6 Sheave Head Machinery 4,2423. 10’ Boom Extension With Lifting Sheaves (Non–Luffing Attachment Extension) 2,610

4. 10’ Boom Extension With Lifting Sheaves (Luffing Attachment Extension) 3,370

5. 5’ Hammerhead With Head Machinery 3,5006. 10’ Tapered Hammerhead Extension 1,5007. 5’ Tip Extension Assembly 6408. 20’ Base Section (w/o 3rd Drum) 3,195

� 3rd Drum (w/o Rope) 2,000� 900’ of 0.88” Dia Type RB 990� 3rd Drum Deflector Sheave 430

9. Main Boom Extensions (Includes Boom Pins, Deflector Rollers and Pendants)

� 5 Ft. Open Throat Extension 730� 10 Ft. Extension 970� 20 Ft. Extension 1,540� 30 Ft. Extension 2,120� 40 Ft. Extension 2,680� 50 Ft. Extension 3,240

9 Upper Counterweights� Counterweight “A” 23,000� Counterweight “B” 19,330� Counterweight “C” 21,110� Counterweight “AB” 42,330� Counterweight “ABC” 63,440

10. Bumper Counterweight� Counterweight “A” 13,500

11.Outrigger Box, Beam and Jack Assemblies� Rear Assembly� Front Assembly

9,9508,980

–6–HC–238H II

WORKING RANGE DIAGRAM

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20’OF ROTATIONCL

Operating Radius From Centerline Of Rotation

10’ 0’30’40’50’

20�

80�

82.5�

0’

60’

30�

40�

60’

50’

40’

30’

20’

Minimum Boom AngleSee Note 2.10’

Maximum Boom AngleSee Note 2.

33’

35’

50�

60�

70�

–7– HC–238H II

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Operating Radius From Centerline Of Rotation OF ROTATION

20’40’60’80’100’120’140’160’180’200’220’240’

50’

60’

70’

80’

90’

100’

110’

120’

130’

140’

150’

160’

170’

180’

190’

200’

210’

220’

230’

240’

250’

260’

60’

80’

120’

140’

160’

180’

200’

220’

240’

260’

20’

40’

260’

MAXIMUM BOOM ANGLESEE NOTE 2

MINIMUM BOOM ANGLESEE NOTE 2

CL

280’80�

70�

60�

50�

40�

30�

20�100’

–8–HC–238H II

CAPACITIES FOR LIFTING WITH 10’BOOM EXTENSION

360� ROTATION

BOOM On outriggers

Radius (ft.) Angle (deg)

On tires withoutcounterweight

On outriggerswith/without

counterweight

10 – 12 78.4 – 73.6 45,000 45,00013 71.1 39,500 45,00014 68.6 34,900 45,00015 66.1 31,200 45,00016 63.4 28,200 45,00017 60.7 25,600 45,00018 57.9 23,300 45,00019 55.0 21,400 45,00020 51.9 19,700 45,00025 33.3 13,600 45,000

1. Refer to Operator’s Manual.

2. Use front drum only. Reeve hoist line under live mast cross member.

3. Reeve hoist rope with 2 parts of 7/8” diameter wire rope. See Operator’s Manual for correct procedure.

4. Caution: Do not swing upper when crane is on tires and upper equipped with “A”, “AB”, or “ABC” upper counterweights.

5. Refer to “Crane Assembly Component Weights” for weights of components to be lifted.

CAPACITY DEDUCTIONS FOR LIFTING OFF MAIN BOOM HOOK

WITH JIB INSTALLEDWhen using main boom hook, while jib is attached, reduce boomcapacities by the values in the following chart:

Jib Length (ft) Capacity Deduction (lbs)

30’ 2,000

45’ 2,400

60’ 3,200

75’ 4,200

MAXIMUM ALLOWABLE CAPACITIES FOR 5’ TIP EXTENSION

LIFTING CAPACITY TO BE THE SMALLEST OF THE FOLLWINGVALUES:1. 18,000 lb (Maximum).2. The standard crane lift capacity minus 700 lb for the

boom length, tip extension load radius, andcounterweight configuration in use on the crane.

3. The wire rope allowable pull from the Wire RopeCapacity Chart.

NOTES:

1. All notes are to be adhered to as listed on the standardlift crane capacity charts.

2. Reduce the main boom lift capacities by 700 lb when the5’ tip extension is installed.

3. The maximum boom length on which the 5’ tip extensioncan be installed is 230’. Consult Operator’s Manual.

4. Do not lift or suspend a load from the 5’ tip extensionand main boom at the same time.

30’ Open Throat Boom Peak with 5’ Tip Extension

–9– HC–238H II

A BC

A

Main Boom Capacities – On Outriggers – 35 Ft Hammerhead BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg)0+0 A+0 AB+0 AB+A ABC+0 ABC+A

10 82.0 300,00011 80.2 267,70012 78.4 250,00013 76.6 237,10014 74.8 221,00015 72.9 206,90016 71.0 194,40017 69.1

PROHIBITED183,300

PROHIBITED

18 67.2 173,30019 65.2 164,30020 63.2 156,20025 52.3 124,60030 39.1 96,30035 17.6 63,900

Main Boom Capacities – On Outriggers – 50 Ft Open Throat Tube Boom

Counterweight Combinations – Upper + BumperLoad

RadiusBoomAngle 360 Degree Rotation

(ft) (deg)ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

12 79.6 264,900 268,700 258,700 261,400 241,100 219,30013 78.4 252,100 255,400 242,600 242,600 223,700 203,40014 77.2 241,000 243,400 226,100 226,100 208,500 189,50015 76.1 228,400 228,400 211,800 211,800 195,200 177,40016 74.9 214,800 214,800 199,100 199,100 183,400 166,70017 73.7 202,700 202,700 187,800 187,800 173,000 157,20018 72.5 191,800 191,800 177,700 177,700 163,700 148,70019 71.3 181,900 181,900 168,500 168,500 155,300 140,90020 70.1 173,000 173,000 160,200 160,200 147,600 131,00025 63.8 138,700 138,700 128,400 128,400 116,600 81,10030 57.3 115,400 115,400 106,800 106,800 84,000 57,90035 50.1 98,600 98,600 88,800 83,300 65,100 44,60040 42.2 85,500 83,500 72,300 67,800 52,700 35,80050 19.8 48,700 48,700 48,700 48,700 37,600 25,000

Main Boom Capacities – On Outriggers – 60 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

13.37 80.0 234,700 234,700 234,700 234,700 217,300 197,60014 79.4 231,700 231,700 225,700 225,700 208,100 189,20015 78.4 225,900 225,900 211,400 211,400 194,900 177,10016 77.4 214,400 214,400 198,800 198,800 183,100 166,40017 76.5 202,300 202,300 187,400 187,400 172,800 157,00018 75.5 191,400 191,400 177,400 177,400 163,400 148,40019 74.5 181,600 181,600 168,300 168,300 155,000 140,70020 73.5 172,800 172,800 160,000 160,000 147,400 131,80025 68.4 138,500 138,500 128,300 128,300 117,100 81,60030 63.2 115,300 115,300 106,700 106,700 84,300 58,30035 57.7 98,500 98,500 89,100 83,600 65,400 44,90040 51.9 84,300 83,800 72,500 68,000 53,000 36,10050 38.4 63,400 60,700 52,300 49,000 37,800 25,20060 18.1 39,900 39,900 39,900 37,700 28,800 18,800

Main Boom Capacities – On Outriggers – 70 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

15.11 80.0 211,100 211,100 210,200 210,200 193,900 176,40016 79.3 207,800 207,800 199,100 199,100 183,500 166,90017 78.4 202,600 202,600 187,800 187,800 173,100 157,40018 77.6 191,700 191,700 177,800 177,800 163,800 148,90019 76.7 181,900 181,900 168,600 168,600 155,400 141,10020 75.9 173,100 173,100 160,300 160,300 147,800 133,90025 71.6 138,800 138,800 128,600 128,600 118,300 82,90030 67.3 115,500 115,500 107,000 107,000 85,300 59,30035 62.8 98,700 98,700 89,800 84,300 66,100 45,50040 58.0 86,000 84,400 73,100 68,600 53,600 36,70050 47.8 64,500 61,100 52,800 49,400 38,300 25,70060 35.4 50,000 47,300 40,800 38,100 29,200 19,30070 16.7 40,300 38,200 32,700 30,500 23,100 14,800

Main Boom Capacities – On Outriggers – 80 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

16.84 80.0 189,100 189,100 188,900 188,900 174,200 158,20017 79.9 188,500 188,500 187,200 187,200 172,600 156,90018 79.2 185,600 185,600 177,200 177,200 163,300 148,40019 78.4 181,300 181,300 168,100 168,100 155,000 140,70020 77.7 172,600 172,600 159,800 159,900 147,300 133,80025 74.0 138,400 138,400 128,200 128,200 117,900 83,10030 70.2 115,200 115,200 106,600 106,600 85,400 59,40035 66.4 98,400 98,400 89,800 84,300 66,200 45,60040 62.4 85,700 84,300 73,100 68,600 53,600 36,70050 54.0 64,400 61,100 52,700 49,400 38,300 25,70060 44.5 49,900 47,300 40,700 38,100 29,200 19,20070 33.1 40,400 38,200 32,700 30,500 23,100 14,90080 15.6 33,600 31,700 27,000 25,100 18,900 11,800

Main Boom Capacities – On Outriggers – 90 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

18.58 80.0 170,000 170,000 170,000 170,000 157,800 143,300

19 79.7 168,900 168,900 167,500 167,500 154,400 140,200

20 79.1 166,300 166,300 159,300 159,300 146,800 133,400

25 75.8 138,000 137,900 127,800 127,800 117,500 83,200

30 72.5 114,800 114,800 106,200 106,200 85,400 59,400

35 69.1 98,000 98,000 89,800 84,300 66,100 45,500

40 65.7 85,400 84,300 73,000 68,500 53,500 36,600

50 58.5 64,300 61,000 52,600 49,300 38,200 25,600

60 50.7 49,800 47,100 40,600 38,000 29,100 19,200

70 41.8 40,300 38,100 32,600 30,400 23,100 14,800

80 31.1 33,500 31,600 26,900 25,100 18,800 11,700

90 14.7 28,400 26,800 22,700 21,100 15,600 9,400

Note: Refer To Page 8 For “Capacity Deductions” Caused By Any Jib Attachment Or Tip Extension.

–10–HC–238H II

A BC

A

Main Boom Capacities – On Outriggers – 100 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

20.32 80.0 153,300 153,300 153,300 153,300 144,000 129,70025 77.3 137,400 137,400 127,300 127,300 117,100 83,20030 74.3 114,300 114,300 105,800 105,800 85,300 59,30035 71.3 97,600 97,600 89,700 84,200 66,100 45,50040 68.3 85,000 84,100 72,900 68,300 53,400 36,50050 61.9 64,200 60,800 52,500 49,100 38,100 25,50060 55.2 49,700 47,000 40,500 37,800 28,900 19,00070 47.9 40,200 38,000 32,500 30,300 22,900 14,70080 39.6 33,400 31,500 26,800 24,900 18,700 11,60090 29.5 28,300 26,700 22,600 21,000 15,500 9,300

100 14.0 24,300 22,900 19,300 17,800 12,900 7,400

Main Boom Capacities – On Outriggers – 110 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

22.05 80.0 139,600 139,600 139,600 139,600 132,300 107,90025 78.4 134,000 134,000 126,800 126,800 116,600 83,30030 75.8 113,900 113,900 105,400 105,400 85,200 59,30035 73.1 97,200 97,200 89,500 84,000 65,900 45,40040 70.3 84,600 84,000 72,700 68,200 53,300 36,40050 64.7 64,000 60,600 52,300 48,900 37,900 25,30060 58.8 49,500 46,800 40,300 37,600 28,800 18,90070 52.4 40,000 37,800 32,300 30,100 22,700 14,50080 45.5 33,200 31,300 26,600 24,700 18,500 11,50090 37.7 28,100 26,500 22,500 20,800 15,300 9,100

100 28.1 24,200 22,700 19,200 17,700 12,800 7,300110 13.3 21,100 19,700 16,500 15,200 10,800 5,800

Main Boom Capacities – On Outriggers – 120 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

23.79 80.0 126,700 126,700 126,700 126,700 122,100 91,90025 79.4 125,100 125,100 125,100 125,100 116,100 83,30030 77.0 113,400 113,400 104,900 104,900 85,200 59,20035 74.5 96,800 96,800 89,400 83,900 65,800 45,20040 72.0 84,200 83,800 72,600 68,000 53,100 36,30050 66.9 63,800 60,400 52,100 48,700 37,700 25,10060 61.6 49,200 46,600 40,100 37,400 28,600 18,70070 56.0 39,800 37,600 32,100 29,900 22,500 14,30080 50.1 33,000 31,100 26,400 24,500 18,400 11,30090 43.5 27,900 26,300 22,300 20,600 15,100 8,900

100 36.0 24,000 22,500 19,000 17,500 12,600 7,100110 26.9 20,900 19,600 16,300 15,000 10,600 5,700120 12.7 18,300 17,100 14,100 12,900 9,000 4,500

Main Boom Capacities – On Outriggers – 130 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

25.53 80.0 116,000 116,000 116,000 116,000 113,100 79,90030 78.0 110,200 110,200 104,500 104,500 85,000 59,10035 75.7 96,300 96,300 89,100 83,800 65,700 45,10040 73.4 83,800 83,600 72,400 67,800 52,900 36,10050 68.8 63,600 60,200 51,900 48,500 37,500 24,90060 64.0 49,000 46,300 39,900 37,200 28,300 18,50070 59.0 39,600 37,400 31,900 29,600 22,500 14,10080 53.7 32,800 30,900 26,200 24,300 18,100 11,00090 48.0 27,700 26,000 22,100 20,400 14,900 8,700

100 41.7 23,700 22,400 18,800 17,300 12,400 6,900110 34.6 20,700 19,400 16,100 14,800 10,400 5,500120 25.8 18,100 16,900 14,000 12,800 8,800 4,300130 12.2 15,900 14,800 12,100 11,000 7,400 3,300

Main Boom Capacities – On Outriggers – 140 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

27.26 80.0 105,500 105,500 105,500 105,500 100,700 70,30030 78.9 102,900 102,900 102,900 102,900 84,900 59,00035 76.8 95,900 95,800 88,600 83,600 65,500 44,90040 74.7 83,300 83,300 72,200 67,600 52,800 36,00050 70.4 63,400 60,000 51,700 48,300 37,300 24,70060 66.0 48,800 46,100 39,700 37,000 28,100 18,30070 61.4 39,300 37,100 31,600 29,400 22,200 13,90080 56.6 32,500 30,600 25,900 24,000 17,900 10,80090 51.6 27,400 25,800 21,800 20,200 14,700 8,500

100 46.1 23,500 22,200 18,500 17,100 12,200 6,700110 40.1 20,500 19,200 15,900 14,600 10,200 5,300120 33.3 17,900 16,700 13,700 12,500 8,600 4,100130 24.8 15,700 14,700 11,900 10,800 7,200 3,100140 11.8 13,900 12,900 10,400 9,400 6,000 2,200

Main Boom Capacities – On Outriggers – 150 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

29 80.0 96,800 96,800 96,800 96,800 89,800 62,70030 79.6 95,900 95,900 95,900 95,900 84,800 58,90035 77.7 91,700 91,700 88,200 83,400 65,400 44,80040 75.7 82,900 82,900 72,000 67,400 52,600 35,80050 71.7 63,200 59,800 51,500 48,100 37,100 24,50060 67.6 48,500 45,900 39,400 36,800 27,900 18,10070 63.4 39,100 36,900 31,400 29,200 22,000 13,70080 59.1 32,300 30,400 25,700 23,800 17,700 10,60090 54.5 27,200 25,500 21,600 19,900 14,500 8,300

100 49.7 23,200 21,900 18,300 16,800 12,000 6,500110 44.5 20,200 18,900 15,700 14,300 10,000 5,000120 38.7 17,700 16,500 13,500 12,300 8,300 3,800130 32.1 15,500 14,400 11,700 10,600 7,000 2,900140 24.0 13,700 12,700 10,200 9,200 5,800 2,000150 11.4 12,100 11,200 8,800 7,900 4,800 –––

Note: Refer To Page 8 For “Capacity Deductions” Caused By Any Jib Attachment Or Tip Extension.

–11– HC–238H II

A BC

A

Main Boom Capacities – On Outriggers – 160 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

30.74 80.0 88,100 88,100 88,100 88,100 81,10035 78.4 85,100 85,100 85,100 83,200 65,20040 76.6 81,400 81,400 71,800 67,200 52,40050 72.9 62,900 59,600 51,200 47,900 36,90060 69.1 48,300 45,600 39,200 36,500 27,70070 65.2 38,800 36,600 31,100 28,900 21,80080 61.2 32,000 30,100 25,400 23,500 17,40090 57.0 26,900 25,300 21,400 19,700 14,200 T

ED

100 52.7 23,000 21,700 18,000 16,600 11,700 IBIT

110 48.0 20,000 18,700 15,400 14,100 9,700 OH

I120 43.0 17,400 16,200 13,200 12,000 8,100 P

R130 37.4 15,300 14,200 11,400 10,400 6,700140 31.1 13,400 12,400 9,900 8,900 5,600150 23.2 11,900 10,900 8,600 7,700 4,600160 11.0 10,500 9,600 7,500 6,600 3,700

Main Boom Capacities – On Outriggers – 170 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

32.47 80.0 81,000 81,000 81,000 81,000 73,60035 79.1 79,200 79,200 79,200 79,200 65,00040 77.4 76,100 76,100 71,500 67,300 52,20050 73.9 62,700 59,300 51,000 47,600 36,70060 70.4 48,000 45,400 39,000 36,300 27,40070 66.8 38,600 36,400 30,900 28,700 21,50080 63.0 31,700 29,800 25,200 23,300 17,200 E

D

90 59.2 26,600 25,000 21,100 19,400 14,000 BIT

E

100 55.2 22,700 21,400 17,800 16,300 11,400 HIB

110 51.0 19,700 18,400 15,100 13,800 9,400 PR

O

120 46.5 17,100 15,900 13,000 11,800 7,800

P

130 41.6 15,000 13,900 11,200 10,100 6,400140 36.3 13,200 12,200 9,700 8,700 5,300150 30.1 11,600 10,700 8,400 7,400 4,300160 22.5 10,300 9,400 7,200 6,400 3,400170 10.7 9,100 8,300 6,200 5,400 2,700

Main Boom Capacities – On Outriggers – 180 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

34.21 80.0 72,100 72,100 72,100 72,100 67,20035 79.7 72,100 72,100 72,100 72,100 64,90040 78.1 71,000 71,000 71,000 67,100 52,00050 74.8 62,400 59,100 50,700 47,400 36,50060 71.5 47,800 45,100 38,700 36,000 27,20070 68.1 38,300 36,100 30,600 28,400 21,30080 64.7 31,500 29,600 24,900 23,000 16,900 D

90 61.1 26,400 24,700 20,800 19,200 13,700 ITE

D

100 57.4 22,400 21,200 17,500 16,100 11,200 IBIT

110 53.5 19,500 18,100 14,900 13,600 9,200 RO

H

120 49.4 16,900 15,700 12,700 11,500 7,500 PR

130 45.1 14,700 13,600 10,900 9,800 6,200140 40.4 12,900 11,900 9,400 8,400 5,000150 35.2 11,400 10,400 8,100 7,200 4,000160 29.3 10,000 9,100 7,000 6,100 3,200170 21.9 8,800 8,000 6,000 5,200 2,400180 10.4 7,800 7,000 5,100 4,300 –––

Main Boom Capacities – On Outriggers – 190 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

35.95 80.0 63,300 63,300 63,300 63,300 61,80040 78.8 62,500 62,500 62,500 62,500 51,80050 75.7 59,800 58,800 50,500 47,100 36,20060 72.5 47,500 44,800 38,500 35,800 26,90070 69.3 38,100 35,900 30,400 28,100 21,00080 66.1 31,200 29,300 24,600 22,700 16,70090 62.7 26,100 24,400 20,600 18,900 13,400 D

100 59.3 22,400 20,900 17,300 15,800 10,900 ITE

D

110 55.7 19,200 17,900 14,600 13,300 8,900 IBIT

120 52.0 16,600 15,400 12,400 11,200 7,300 RO

H

130 48.0 14,500 13,400 10,600 9,500 5,900 PR

140 43.8 12,600 11,600 9,100 8,100 4,700150 39.3 11,100 10,100 7,800 6,900 3,800160 34.3 9,700 8,900 6,700 5,800 2,900170 28.5 8,600 7,700 5,700 4,900 2,200180 21.3 7,500 6,700 4,800 4,100 –––

190 10.1 6,500 5,900 4,100 3,300 –––

Note: Refer To Page 8 For “Capacity Deductions” Caused By Any Jib Attachment Or Tip Extension.

–12–HC–238H II

A BC

A

Main Boom Capacities – On Outriggers – 200 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

37.68 80.0 56,000 56,000 56,000 56,00040 79.3 55,300 55,300 55,300 55,30050 76.4 53,200 53,200 50,300 46,90060 73.4 47,200 44,600 38,200 35,50070 70.4 37,800 35,600 30,100 27,90080 67.3 30,900 29,000 24,300 22,40090 64.2 25,800 24,100 20,300 18,700

100 61.0 22,100 20,600 17,000 15,500110 57.6 18,900 17,600 14,300 13,000120 54.2 16,300 15,100 12,200 11,000

PROHIBITED

130 50.6 14,200 13,100 10,400 9,300140 46.7 12,400 11,300 8,800 7,800150 42.7 10,800 9,900 7,500 6,600160 38.3 9,500 8,600 6,400 5,500170 33.4 8,300 7,500 5,400 4,600180 27.7 7,200 6,500 4,600 3,800190 20.7 6,300 5,600 3,800 3,100200 9.9 5,200 4,800 3,100 2,400

Main Boom Capacities – On Outriggers – 210 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

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Main Boom Capacities – On Outriggers – 220 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

41.16 80.0 43,500 43,500 43,50050 77.7 41,600 41,600 41,60060 75.0 37,700 37,700 37,70070 72.3 33,900 33,900 29,60080 69.5 30,400 28,500 23,80090 66.7 25,200 23,600 19,800

100 63.8 21,500 20,100 16,400110 60.9 18,400 17,000 13,800120 57.9 15,800 14,600 11,600130 54.7 13,600 12,500 9,800 PROHIBITED

140 51.5 11,800 10,800 8,300150 48.1 10,200 9,300 7,000160 44.5 8,900 8,000 5,800170 40.6 7,700 6,900 4,800180 36.4 6,700 5,900 4,000190 31.8 5,700 5,000 3,200200 26.4 4,900 4,200 2,500210 19.8 4,200 3,500 –––––

220 9.4 3,000 2,900 –––––

Main Boom Capacities – On Outriggers – 230 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

42.89 80.0 38,700 38,70050 78.2 37,200 37,20060 75.6 33,700 33,70070 73.1 30,300 30,30080 70.4 27,300 27,30090 67.8 24,300 23,300

100 65.0 20,100 19,800110 62.3 17,400 16,800120 59.4 15,100 14,300130 56.5 13,100 12,200 PROHIBITED

140 53.4 11,300 10,500150 50.3 9,700 9,000160 46.9 8,300 7,700170 43.4 7,100 6,600180 39.7 6,000 5,600190 35.6 5,000 4,700200 31.0 4,100 3,900210 25.8 3,200 3,200220 19.3 2,500 2,500

Note: Refer To Page 8 For “Capacity Deductions” Caused By Any Jib Attachment Or Tip Extension.

–13– HC–238H II

A BC

A

Main Boom Capacities – On Outriggers – 240 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

44.63 80.0 34,600 34,60050 78.7 33,500 33,50060 76.2 30,100 30,10070 73.8 27,100 27,10080 71.3 24,400 24,40090 68.7 21,000 21,000

100 66.1 18,200 18,200110 63.5 15,700 15,700120 60.8 13,500 13,500130 58.0 11,600 11,600

PROHIBITED

140 55.2 9,900 9,900150 52.2 8,400 8,400160 49.1 7,100 7,100170 45.9 5,900 5,900180 42.5 4,900 4,900190 38.8 3,900 3,900200 34.8 3,100 3,100210 30.4 2,300 2,300

Main Boom Capacities – On Outriggers – 250 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

46.37 80.0 30,90050 79.2 30,10060 76.8 27,10070 74.4 24,40080 72.0 21,20090 69.6 18,500

100 67.2 15,900110 64.6 13,500120 62.1 11,500

PROHIBITED

130 59.5 9,700140 56.8 8,100150 54.0 6,700160 51.1 5,500170 48.1 4,400180 44.9 3,400190 41.6 2,600

Main Boom Capacities – On Outriggers – 260 Ft Open Throat Tube Boom

Load BoomCounterweight Combinations – Upper + Bumper

LoadRadius

BoomAngle 360 Degree Rotation

(ft) (deg) ABC+A ABC+0 AB+A AB+0 A+0 0 + 0

48.1 80.0 27,50050 79.6 27,00060 77.3 24,30070 75.1 21,10080 72.8 19,00090 70.4 16,800

100 68.1 14,200110 65.7 12,000 PROHIBITED

120 63.2 10,100130 60.7 8,400140 58.2 6,900150 55.6 5,600160 52.8 4,500170 50.0 3,400180 47.1 2,500

Note: Refer To Page 8 For “Capacity Deductions” Caused By Any Jib Attachment Or Tip Extension.

–14–HC–238H II

This page intentionally blank

–15– HC–238H II

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–16–HC–238H II

���8=�&���������������7���!�����!���)� � �����)���* ����+� ,,,����+- ����).� Link–Belt is a registered trademark. Copyright 2005. All rights reserved. We are constantly improving our products and therefore reserve the right to change designs and specifications.

Jib CapacitiesHydraulic Lattice Boom Truck Crane

HC–238H II 150–ton (136 metric ton)���������

HC–238H II

Tube Boom + Jib� 50’ – 230’ (15.24 – 70.10 m)

Open Throat Boom� 30’ – 75’ (9.14 – 22.86 m) Jib� On Fully Extended Outriggers� 360� Rotation� “ABC” + “A” Counterweight

Options

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CAUTION: This material is supplied for reference use only. Operator must refer toin–cab Crane Rating Manual to determine allowable machine lifting capacities andoperating procedures.

HC–238H II

TUBULAR JIB NOTES FOR OPEN THROAT BOOM1. Capacities are for a HC – 238H II Truck Crane with “ABC + 0” (63,440 lb + 0) and “ ABC+A” (63,440 lb + 13,500

lb) Counterweight. Verify crane counterweight configuration and consult proper jib capacity chart prior to liftingloads.

2. Capacities are for Truck Crane working areas for 360�, described on the working area chart found in theGeneral Information Section of the Crane Rating Manual and are based on crane standing level on outriggerson firm supporting surface.

3. Capacities are limited to a LBCE 62” x 70” tubular boom with an open throat and a LBCE 24” x 32” cross–sectionjib with jib mast properly assembled.

4. Two parts of 7/8” Diameter Type “N”, Type “DB”, or Type “RB” wire rope are required for maximum lift.

5. Capacities are for 30’, 45’, 60’, and 75’ jib lengths only.

6. A jib cannot be used on open throat boom lengths longer than 230’.

7. The least stable condition is over the side.

8. All capacities are in pounds and are not more than 85% of the tipping loads. Those capacities in the shadedareas are governed by factors other than those that would cause a tipping condition.

9. A deduction must be made from the jib capacities for the weight of the following: Main boom hook block or hookball, jib hook block or hook ball, slings, grapple, load weighing devices, etc.

A BC

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HC–238H II

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s)

Jib

Cap

acity

ABC

+ A

(lb

s)

Jib

Cap

acity

ABC

+ A

(lb

s)

180

6011

065

.022

3.1

13,8

0067

.322

1.7

10,3

0069

.421

8.1

7,60

019

030

100

64.8

206.

422

,400

66.0

205.

622

,500

67.1

203.

718

,100

180

6012

062

.321

7.8

12,7

0064

.621

6.3

9,70

066

.721

2.7

7,20

019

030

110

61.9

201.

219

,400

63.1

200.

419

,800

64.2

198.

417

,300

180

6013

059

.621

1.9

11,8

0061

.821

0.4

9,10

063

.920

6.7

6,90

019

030

120

58.9

195.

416

,800

60.1

194.

517

,100

61.1

192.

416

,600

180

6014

056

.820

5.3

11,0

0059

.020

3.8

8,60

061

.019

9.9

6,60

019

030

130

55.8

188.

814

,600

57.0

187.

914

,900

58.0

185.

815

,100

180

6015

053

.819

8.0

10,3

0056

.019

6.5

8,20

058

.019

2.4

6,30

019

030

140

52.6

181.

412

,800

53.8

180.

513

,000

54.7

178.

213

,200

180

6016

050

.818

9.9

9,60

053

.018

8.3

7,80

054

.818

4.1

6,10

019

030

150

49.2

173.

011

,200

50.4

172.

111

,400

51.3

169.

711

,600

180

6017

047

.618

0.8

9,10

049

.817

9.1

7,40

051

.517

4.7

5,90

019

030

160

45.7

163.

69,

800

46.8

162.

610

,000

47.7

160.

110

,100

180

6018

044

.217

0.6

8,40

046

.316

8.8

7,10

048

.016

4.2

5,70

019

030

170

41.9

152.

98,

600

43.0

151.

88,

800

180

6019

040

.615

9.2

7,50

042

.715

7.2

6,90

019

030

180

37.8

140.

67,

600

38.9

139.

57,

700

180

6020

036

.814

6.0

6,60

038

.814

3.9

6,60

019

030

190

33.3

126.

36,

600

180

6021

032

.413

0.8

5,80

019

030

200

28.2

109.

05,

800

180

6022

027

.511

2.5

5,20

0

190

4547

.98

80.0

239.

124

,000

180

7554

.01

80.0

258.

718

,700

190

4550

79.5

238.

724

,000

180

7560

78.6

257.

418

,300

190

4560

77.0

236.

424

,000

78.8

235.

221

,300

180

7570

76.3

254.

917

,700

79.1

253.

411

,700

190

4570

74.5

233.

624

,000

76.3

232.

419

,400

78.0

229.

713

,300

180

7580

74.0

251.

915

,600

76.8

250.

510

,600

79.4

246.

77,

200

190

4580

72.0

230.

422

,700

73.8

229.

217

,900

75.4

226.

412

,500

180

7590

71.7

248.

613

,900

74.4

247.

19,

700

77.0

243.

36,

700

190

4590

69.4

226.

622

,400

71.2

225.

416

,500

72.8

222.

611

,800

180

7510

069

.324

4.7

12,5

0072

.024

3.2

9,00

074

.623

9.3

6,30

019

045

100

66.8

222.

321

,100

68.5

221.

115

,400

70.1

218.

311

,200

180

7511

066

.824

0.4

11,4

0069

.623

8.9

8,30

072

.123

4.9

5,90

019

045

110

64.1

217.

519

,300

65.9

216.

314

,400

67.4

213.

310

,600

180

7512

064

.423

5.5

10,4

0067

.123

4.0

7,80

069

.622

9.9

5,60

019

045

120

61.4

212.

117

,200

63.1

210.

813

,500

64.6

207.

810

,200

180

7513

061

.823

0.1

9,60

064

.522

8.6

7,30

067

.022

4.4

5,30

019

045

130

58.5

206.

015

,000

60.3

204.

712

,800

61.8

201.

79,

800

180

7514

059

.222

4.1

8,90

061

.922

2.5

6,80

064

.321

8.2

5,10

019

045

140

55.6

199.

213

,100

57.3

197.

912

,100

58.8

194.

89,

400

180

7515

056

.621

7.5

8,30

059

.221

5.8

6,40

061

.621

1.4

4,80

019

045

150

52.6

191.

711

,500

54.3

190.

311

,500

55.7

187.

19,

100

180

7516

053

.821

0.1

7,70

056

.420

8.4

6,10

058

.720

3.8

4,60

019

045

160

49.5

183.

210

,100

51.1

181.

910

,400

52.5

178.

48,

800

180

7517

050

.920

2.0

7,30

053

.520

0.2

5,80

055

.719

5.4

4,50

019

045

170

46.2

173.

88,

900

47.8

172.

49,

200

49.1

168.

88,

500

180

7518

047

.919

3.0

6,80

050

.519

1.1

5,50

052

.618

6.1

4,30

019

045

180

42.6

163.

27,

900

44.2

161.

78,

100

180

7519

044

.818

2.9

6,40

047

.318

0.9

5,30

049

.417

5.6

4,10

019

045

190

38.9

151.

16,

900

40.4

149.

57,

100

180

7520

041

.417

1.6

6,10

043

.916

9.5

5,10

045

.816

3.8

4,00

019

045

200

34.7

137.

26,

100

180

7521

037

.815

8.9

5,80

040

.215

6.6

4,90

019

045

210

30.1

120.

85,

300

180

7522

033

.914

4.3

5,30

036

.214

1.7

4,70

0

180

7523

029

.412

7.1

4,70

019

060

51.8

780

.025

3.7

23,6

00

190

6060

78.1

251.

922

,000

190

3044

.180

.022

5.0

24,0

0019

060

7075

.824

9.3

21,4

0078

.024

7.8

14,4

00

190

3050

78.4

223.

824

,000

79.7

223.

024

,000

190

6080

73.4

246.

219

,200

75.7

244.

813

,200

77.8

241.

49,

100

190

3060

75.8

221.

424

,000

77.1

220.

624

,000

78.3

218.

822

,000

190

6090

71.0

242.

717

,300

73.2

241.

312

,200

75.3

237.

88,

600

190

3070

73.1

218.

424

,000

74.4

217.

724

,000

75.5

215.

820

,800

190

6010

068

.523

8.7

15,7

0070

.823

7.3

11,3

0072

.823

3.8

8,10

0

190

3080

70.4

215.

024

,000

71.6

214.

224

,000

72.8

212.

319

,800

190

6011

066

.123

4.2

14,3

0068

.323

2.8

10,6

0070

.322

9.2

7,70

0

190

3090

67.6

211.

024

,000

68.9

210.

223

,700

70.0

208.

318

,900

190

6012

063

.522

9.2

13,2

0065

.722

7.7

9,90

067

.722

4.1

7,30

0

Boom

Ang

le(d

eg)

Jib

Pt

Hei

ght (

ft)

Boom

Ang

le(d

eg)

Jib

Pt

Hei

ght (

ft)Ji

b P

t H

eigh

t (ft)

Jib

Pt

Hei

ght (

ft)Ji

b P

t H

eigh

t (ft)

Boo

mLe

ngth

(ft)

Jib

Leng

th(ft

)

Jib

Load

Rad

ius

(ft)

Boom

Ang

le(d

eg)

Boom

Ang

le(d

eg)

Boom

Ang

le(d

eg)

HC

-238

H II

- w

/ 62"

x 7

0" T

ube

Boo

m, w

/ 24"

x 3

2" T

ube

Jib,

w/ A

BC

+ A

Ctw

t

25 D

egre

es15

Deg

rees

5 D

egre

es5

Deg

rees

15 D

egre

es25

Deg

rees

Jib

Ang

le to

Boo

m

Jib

Cap

acity

ABC

+ A

(lb

s)

Jib

Cap

acity

ABC

+ A

(lb

s)

Jib

Cap

acity

ABC

+ A

(lb

s)

Jib

Pt

Hei

ght (

ft)

Gen

eral

Use

Onl

y. R

efer

to th

e Tu

bula

r Jib

Not

es fo

r Ope

n Th

roat

Boo

m b

efor

e op

erat

ing

the

mac

hine

.

Boom

Ang

le(d

eg)

Boo

mLe

ngth

(ft)

Jib

Leng

th(ft

)

Jib

Load

Rad

ius

(ft)

Gen

eral

Use

Onl

y. R

efer

to th

e Tu

bula

r Jib

Not

es fo

r Ope

n Th

roat

Boo

m b

efor

e op

erat

ing

the

mac

hine

.

Jib

Ang

le to

Boo

m

Jib

Cap

acity

ABC

+ A

(lb

s)

Jib

Cap

acity

ABC

+ A

(lb

s)

Jib

Cap

acity

ABC

+ A

(lb

s)

190

6013

060

.922

3.6

12,2

0063

.122

2.1

9,30

065

.021

8.4

7,00

020

030

100

65.9

217.

522

,400

67.1

216.

722

,500

68.2

214.

718

,400

190

6014

058

.321

7.4

11,4

0060

.421

5.9

8,80

062

.321

2.0

6,70

020

030

110

63.2

212.

619

,200

64.4

211.

819

,500

65.4

209.

817

,600

190

6015

055

.521

0.5

10,6

0057

.620

8.9

8,40

059

.520

5.0

6,50

020

030

120

60.4

207.

016

,500

61.5

206.

216

,900

62.5

204.

216

,900

190

6016

052

.720

2.9

10,0

0054

.820

1.3

8,00

056

.619

7.2

6,20

020

030

130

57.5

200.

814

,300

58.6

200.

014

,600

59.6

197.

914

,900

190

6017

049

.719

4.4

9,20

051

.819

2.8

7,60

053

.518

8.5

6,00

020

030

140

54.5

193.

912

,500

55.6

193.

012

,700

56.5

190.

813

,000

190

6018

046

.618

5.0

8,10

048

.618

3.3

7,30

050

.317

8.8

5,80

020

030

150

51.3

186.

110

,900

52.5

185.

211

,100

53.4

182.

911

,300

190

6019

043

.317

4.5

7,20

045

.317

2.7

7,00

046

.916

7.9

5,70

020

030

160

48.1

177.

59,

500

49.2

176.

59,

700

50.0

174.

19,

900

190

6020

039

.816

2.7

6,30

041

.716

0.7

6,50

020

030

170

44.6

167.

78,

300

45.7

166.

78,

500

46.5

164.

18,

600

190

6021

036

.014

9.2

5,60

037

.914

7.0

5,70

020

030

180

40.9

156.

67,

300

42.0

155.

57,

400

190

6022

031

.813

3.5

4,90

020

030

190

37.0

143.

96,

300

38.0

142.

86,

500

190

6023

026

.911

4.8

4,20

020

030

200

32.6

129.

25,

500

200

3021

027

.511

1.4

4,70

0

190

7555

.75

80.0

268.

518

,400

190

7560

79.1

267.

618

,100

200

4549

.72

80.0

249.

024

,000

190

7570

76.9

265.

217

,600

79.6

263.

711

,900

200

4550

79.9

248.

924

,000

190

7580

74.6

262.

416

,100

77.3

260.

910

,800

79.9

257.

17,

300

200

4560

77.6

246.

724

,000

79.3

245.

521

,700

190

7590

72.4

259.

214

,300

75.0

257.

69,

900

77.6

253.

86,

800

200

4570

75.2

244.

124

,000

76.9

242.

819

,800

78.5

240.

113

,400

190

7510

070

.125

5.5

12,9

0072

.725

4.0

9,20

075

.225

0.0

6,40

020

045

8072

.724

0.9

23,4

0074

.523

9.7

18,2

0076

.023

7.0

12,6

00

190

7511

067

.825

1.3

11,8

0070

.424

9.8

8,50

072

.824

5.8

6,00

020

045

9070

.323

7.4

22,4

0072

.023

6.1

16,9

0073

.623

3.3

12,0

00

190

7512

065

.424

6.7

10,8

0068

.024

5.1

8,00

070

.424

1.1

5,70

020

045

100

67.8

233.

321

,900

69.5

232.

015

,700

71.0

229.

211

,400

190

7513

063

.024

1.5

9,90

065

.624

0.0

7,50

068

.023

5.8

5,40

020

045

110

65.2

228.

719

,500

66.9

227.

414

,700

68.4

224.

510

,800

190

7514

060

.523

5.8

9,20

063

.123

4.2

7,00

065

.422

9.9

5,20

020

045

120

62.6

223.

516

,900

64.3

222.

313

,900

65.8

219.

310

,400

190

7515

058

.022

9.6

8,60

060

.522

7.9

6,60

062

.822

3.5

4,90

020

045

130

60.0

217.

814

,700

61.6

216.

513

,100

63.1

213.

59,

900

190

7516

055

.422

2.6

8,00

057

.922

0.9

6,30

060

.121

6.3

4,70

020

045

140

57.2

211.

412

,800

58.9

210.

112

,400

60.3

207.

09,

600

190

7517

052

.721

5.0

7,50

055

.221

3.2

6,00

057

.420

8.5

4,50

020

045

150

54.4

204.

311

,200

56.0

203.

011

,600

57.4

199.

79,

200

190

7518

049

.920

6.5

7,10

052

.420

4.7

5,70

054

.519

9.7

4,40

020

045

160

51.4

196.

49,

800

53.0

195.

110

,100

54.4

191.

78,

900

190

7519

046

.919

7.2

6,70

049

.419

5.3

5,40

051

.419

0.1

4,20

020

045

170

48.4

187.

78,

600

49.9

186.

38,

900

51.2

182.

88,

700

190

7520

043

.918

6.8

6,30

046

.318

4.8

5,20

048

.217

9.3

4,10

020

045

180

45.1

177.

97,

600

46.7

176.

47,

800

47.9

172.

78,

000

190

7521

040

.617

5.2

5,70

042

.917

3.1

5,00

020

045

190

41.7

166.

96,

600

43.2

165.

46,

800

190

7522

037

.016

2.1

5,00

039

.315

9.8

4,80

020

045

200

38.0

154.

55,

800

39.5

152.

86,

000

190

7523

033

.214

7.1

4,40

035

.414

4.5

4,60

020

045

210

34.0

140.

25,

000

190

7524

028

.812

9.5

3,80

020

045

220

29.5

123.

44,

300

200

3045

.84

80.0

234.

924

,000

200

6053

.680

.026

3.5

22,1

00

200

3050

79.0

234.

024

,000

200

6060

78.6

262.

121

,700

200

3060

76.4

231.

724

,000

77.6

230.

924

,000

78.8

229.

122

,200

200

6070

76.3

259.

621

,100

78.5

258.

214

,600

200

3070

73.9

228.

924

,000

75.1

228.

124

,000

76.2

226.

321

,100

200

6080

74.0

256.

719

,800

76.2

255.

213

,500

78.3

251.

89,

200

200

3080

71.3

225.

624

,000

72.5

224.

824

,000

73.6

223.

020

,100

200

6090

71.7

253.

317

,800

73.9

251.

912

,400

75.9

248.

48,

700

200

3090

68.6

221.

824

,000

69.8

221.

024

,000

70.9

219.

119

,200

200

6010

069

.424

9.5

16,2

0071

.624

8.1

11,6

0073

.524

4.6

8,20

0

Boom

Ang

le(d

eg)

Jib

Pt

Hei

ght (

ft)

Boom

Ang

le(d

eg)

Jib

Pt

Hei

ght (

ft)Ji

b P

t H

eigh

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.327

6.6

8,50

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230

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.527

7.8

16,2

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.427

6.3

11,5

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.227

2.7

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230

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.427

3.6

15,0

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.327

2.1

10,8

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.126

8.4

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230

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.226

9.0

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.126

7.4

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.926

3.7

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0

230

6014

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.026

3.9

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2.3

9,70

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8.5

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230

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.825

8.2

10,6

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.725

6.7

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.325

2.8

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230

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0.5

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6.5

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.124

5.4

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3.7

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6.3

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.123

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.223

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8.3

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.522

3.9

6,00

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230

6020

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.622

1.2

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.421

9.4

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.821

4.9

5,70

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230

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1.6

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.620

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.718

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230

6024

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.817

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.417

3.8

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416

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5637 (supersedes 5503)-0613-H9

Link−Belt Construction Equipment Company Lexington, Kentucky www.linkbelt.com�Link−Belt is a registered trademark. Copyright 2013. We are constantly improving our products and therefore reserve the right to change designs and specifications.