HC USt capacity Hydraulic crawler crane Datasheet imperial HC 110

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1 HC USt capacity Hydraulic crawler crane Datasheet imperial HC

2 CONTENTS HC Page: Key Highlights Dimensions Range Diagram 59HI Chord Boom Load Charts With 59HI Offset Tip Boom 4 Sheave Tip Range Diagram 59HI Boom, #9HL Jib Load Charts With 59HI Offset Tip Boom 4 Sheave Tip, #9HL Jib Technical Description Hydraulic Crawler Crane Transport Example for HC

HIGHLIGHTS HC Features: tons ( mt) maximum lifting capacity 2 ft ( m) maximum length of main boom 200 ft + ft (61 m + 21 m) maximum boom and jib Power up / down and freefall on main and auxiliary

3 HIGHLIGHTS HC Features: tons ( mt) maximum lifting capacity 2 ft ( m) maximum length of main boom 200 ft + ft (61 m + 21 m) maximum boom and jib Power up / down and freefall on main and auxiliary drums Quiet, comfortable operator s cab with excellent viewing range Hydraulic counterweight removal system simplifies installation and removal Superior transportability 11 ft (3. m) width; 11 ft 3 inch (3.43 m) height 105,000 lb ( kg) transport weight includes sideframes, 3rd drum and boom inner KEY Counterweight SC Sideframe Counterweight 3

4 DIMENSIONS HC 4

5 DIMENSIONS HC 5

6 RANGE DIAGRAM 59HI Chord Boom HC 6

7 LOAD CHART With 59HI Offset Tip Boom 4 Sheave Tip HC 52,0 lb + 23,000 lb SC (15.2 m) Boom length Boom Side Frames From Boom Pt. Radius Angle Extended to Ground (Feet) (Degrees) (Pounds) (Feet) (18.3 m) Boom length (21.3 m) Boom length (24.4 m) Boom length * see page 10 Notes to lifting capacity 220,000 * 1,0 * 123,2 87,6 67,6 54,0 46,010 34,4 203,5 * 189,9 * 123, 87,4 67,4 54,0 45,7 34,2 27, ,910 * , , , , , , , , ,8 122,7 87, 67,020 54,310 45,3 33,810 26,7 21,8 18, ANSI B.5 (27.4 m) Boom length Boom Side Frames From Boom Pt. Radius Angle Extended to Ground (Feet) (Degrees) (Pounds) (Feet) (.5 m) Boom length (33.5 m) Boom length ,4 122,5 86,9 66,8 54,1 45,210 33,6 26,5 21,6 18, 15,4 122,3 86,7 66,6 53,9 44,9 33,3 26,3 21,4 17,8 15,1 13,0 105,0 86,5 66,410 53,720 44,7 33,1 26, 21,220 17,6 14,9 12,8 11,

8 LOAD CHART With 59HI Offset Tip Boom 4 Sheave Tip HC 52,0 lb + 23,000 lb SC (36.6 m) Boom length Boom Side Frames From Boom Pt. Radius Angle Extended to Ground (Feet) (Degrees) (Pounds) (Feet) (39.6 m) Boom length (42.7 m) Boom length ,6 86,3 66,1 53,4 44,5 32,910 25,8 20,9 17,410 14,720 12,0 10,910 9,5 86,1 65,9 53,0 44,3 32,0 25,6 20,7 17,210 14,510 12,0 10,0 9,310 8,1 76,6 65,7 53,0 44, 32,4 25,4 20,5 16,9 14,2 12, 10,4 9,0 7,8 6, ANSI B.5 1 (45.7 m) Boom length Boom Side Frames From Boom Pt. Radius Angle Extended to Ground (Feet) (Degrees) (Pounds) (Feet) (48.8 m) Boom length (51.8 m) Boom length ,4 65,5 52,8 43,8 32,220 25,2 20,0 16,7 14,020 11,910 10,210 8,810 7,6 6,6 5,8 65,0 52,6 43,6 31,9 24,9 20,0 16,4 13,7 11,6 9,9 8,5 7,3 6,0 5,5 4,8 62,0 52,4 43,420 31,7 24,7 19,8 16,2 13,5 11,4 9,7 8,320 7,1 6,1 5,320 4,0 3,

9 LOAD CHART With 59HI Offset Tip Boom 4 Sheave Tip HC 52,0 lb + 23,000 lb SC 1 (54.9 m) Boom length Boom Side Frames From Boom Pt. Radius Angle Extended to Ground (Feet) (Degrees) (Pounds) (Feet) ,7 52,200 43,200 31,4 24,5 19,0 16,020 13,310 11,1 9,4 8,0 6,8 5,0 5,0 4,3 3,6 3, ANSI B (64.0 m) Boom length Boom Side Frames From Boom Pt. Radius Angle Extended to Ground (Feet) (Degrees) (Pounds) (Feet) ,2 *,5 *,7 23,8 18,910 15,320 12,0 10,4 8,7 7,3 6,1 5,1 4,310 3,5 2,920 2,3 1, (57.9 m) Boom length ,4 * , , , , , , , ,9 1 9, , , , , , ,4 99 2,8 78 2, (67.1 m) Boom length ,220 *,920 *,5 23,6 18,6 15,0 12,3 10,220 8,4 7,0 5,0 4,0 4,0 3,0 2,6 2,0 1, (61.0 m) Boom length ,5 * , , , , , , , , , , , , , , , , 1, (.1 m) Boom length * see page 10 Notes to lifting capacity 31,0 * 27,9 * 23,410 18,4 14,8 12, 9,9 8,2 6,8 5,6 4,6 3,0 3,0 2,410 1,

10 NOTES TO LIFTING CAPACITY HC! Warning This rating chart is invalid if the crane has been modified or altered by use of other than GENUINE AMERICAN PARTS as such modifications or alterations may affect its capacity or safe operation. See American Crane Corporation Service Bulletin #259. Ratings in this chart are in POUNDS and do not exceed the percentage of tipping specified for this crane by ANSI B.5. All ratings require that the crane be standing level on a firm uniformly supporting surface. Do not lift loads in excess of those shown on this chart. Lifting loads in excess of those shown or operation not in accordance with good operating practice, including limitations shown on page 3499 of Operator s Manual, can cause tipping, structural damage or catastrophic failure. Asterisk (*) areas on this chart indicate ratings that are limited by strength of material or factors other than stability (tipping). RADIUS IN FEET is the horizontal distance at ground level from the crane centerline of rotation to a vertical line through the center of gravity of the suspended load. When using the main boom fall with jib in place, the main fall ratings must be reduced by the jib effective weight shown on the jib rating chart plus twice the weight of all suspended blocks, slings, rope, etc., at the jib fall. See Appendix A. When using the main boom fall with boom tip extension in place, the main fall ratings must be reduced by the weight of the boom tip extension plus twice the weight of all suspended blocks, slings, rope, etc., at the boom tip extension fall. See Appendix A. Blocks, slings, buckets and other load carrying devices are considered part of the load. The weight of standard hoisting ropes for the rating at a given radius has been calculated as part of the boom point load and need not be considered in determining net allowable loads. See Appendix A. This chart was developed exclusively for use with a boom only. Under no circumstances are these ratings to be interpreted for use with a jib. Ratings shown on this chart make no allowance for such factors as out of plumb loads, wind, poor soil conditions, improper inflation of rubber tires and dynamic effects due to excessive operating speeds. The user (operator) must exercise judgment to make allowance for these conditions. See page 3499 of Operator s Manual for detailed information. No account is taken of the wind force on the load. The user must consider this effect, which can be substantial for loads with large surface areas. In any wind it is strongly recommended that taglines be used to control the load. BOOM HOIST LINE 12 parts of 3/4 inch diameter IPS wire rope with a minimum breaking strength of 51,200 pounds. PENDANT SUSPENSION LINE 2 parts of 1-3/8 inch diameter EEIPS wire rope with a minimum breaking strength of 211,000 pounds. MAIN LOAD LINE inch dia meter EIPS wire rope with a minimum breaking strength of 103,0 pounds or inch diameter EIPS wire rope with a minimum breaking strength of 79,0 pounds. Pinned into first hole in bar Pinned into second hole in bar Pinned into third hole in bar SIDEFRAME POSITION DEFINITIONS These ratings are valid for the sideframe positions as indicated below. Refer to the HC Operator s Manual for additional information. Sideframes fully extended (extenders in place) Sideframes mid-extended Sideframes fully retracted ERECTION Erection OVER-THE-END BLOCKED is with the boom over the idler end with idler tumblers blocked (See HC Operator s Manual for blocking instructions). Erection OVER-THE-SIDE is with the boom to the sideframes. Blocks, slings and other load carrying devices must be on the ground during erection. 10

11 RANGE DIAGRAM 59HI Boom, #9HL Jib HC 11

12 LOAD CHART With 59HI Offset Tip Boom 4 Sheave Tip, #9HL Jib HC 52,0 lb + 23,000 lb SC (12.2 m) Jib length (.5 m) (33.5 m) (36.6 m) (39.6 m) (42.7 m) ,5* ,5* ,420 * ,2* ,7 * ,710* ,820* , *.7 20,1* ,4 * ,520 * ,710* ,2 * , , ,9 * , , , , , ,0.9 22,5* ,5* ,5 *.0 21,320* ,0 * ,820 * ,920 * ,0 * ,320 * ,5 * ,7 * ,8 *.1 18,820 * , , ,0 * , , , , , , , , ,4.8 22,520*.1 22,520* ,520 *.6 21,4* ,0 * ,920 * ,9 *.9 21,4 * ,4* ,620 * ,9 * ,010 * ,310 * , , , , , , , , ,8.2 11, , , , , , ,0*.6 22,0* ,0* ,1 * ,9 * ,010 * ,610 * ,5 * ,6 * , , * ,3 * , , , , , , , , , , , , ,4.6 9, , , , ,3.8 22,4* ,4 * ,3 * ,0 *.4 20,0 * ,7 * ,620 * ,710 * , ,210 * ,420 * , ,1.2 17, , , , , , , , , , , , , , ,0.5 8, , , ,0 3 ANSI B.5 1 (45.7 m) 1 (48.8 m) 1 (51.8 m) 1 (54.9 m) ,4*.1 22,4* ,4 * ,1 *.9 20,0 * ,9 * ,0 * ,0 *.8 20, ,3 * ,510 * , , , , , , , , , , ,3.9 10, , , , , , , , , , , , ,9.9 22,4*.6 22,4* ,4 * ,2* , * ,7 * ,810* , , ,510 * ,6.6 16, , , , , , , , , , , , , , , , , , , , , , ,6.3 4, , , ,4* ,4 *.1 21,2* ,1 * ,8 * ,8 * , , ,610 * , , , , ,6.2 13, , , ,5.8 9, , , , ,4.8 8, , , ,2.9 6, , , , ,0.2 5, , , , , , , ,4* ,4 *.6 21,3* ,0 * ,920 * ,910 * , , ,610 *.8 16, , , , , , , , , , , , ,1.9 8, , , , , , , , , , , , , , , , , , ,1.8 3,1 * see page 17 Notes to lifting capacity 12

13 LOAD CHART With 59HI Offset Tip Boom 4 Sheave Tip, #9HL Jib HC 52,0 lb + 23,000 lb SC (12.2 m) Jib length 1 (57.9 m) ,9* ,2 * ,0* ,0 * ,0 *.0 17,6 * ,9 * ,0 * ,0 * , , , ,1.6 13, , , , , , , , , , , , ,7.7 6, , , , , , , ,.0 4, , , , , , , , , , ,410 3 ANSI B (64.0 m) ,3*.2 16,0* ,0 * ,1 *.8 13,2 * ,8 * ,3 * ,720 * ,9 * ,510 * ,0 *.7 12,0 * ,0 * ,3 * , , , , , , , , ,0.7 6, , , , , , , , , , , , ,9.8 2, , , , , , , ,8 200 (61.0 m) ,010* ,4* ,0 * ,3*.4 15,320 * ,2 * ,5 * ,7 * ,2 * ,6 * ,0 * , , , , ,7.3 10, , , , , , , ,4.8 6, , , , , , , ,0.6 3, , , , , , , , ,6.4 2, , , , , ,6 (15.2 m) Jib length ,6* ,3* ,6 * ,9* ,9 * ,0 * ,210 *.0 18,3 * ,9 * ,910 * (39.6 m) , ,5 * ,5 * , , ,5 * , , , , , , , , , , , ,4 * see page 17 Notes to lifting capacity (42.7 m) ,5*.4 20,410* ,7 * ,9* , * ,5 * ,2* ,4 * , * ,920 * ,2.3 16,6 * ,6 * , , , , , , ,7.0 10, , , , ,3.1 8, , , , ,1.1 7,1 13

14 LOAD CHART With 59HI Offset Tip Boom 4 Sheave Tip, #9HL Jib HC 52,0 lb + 23,000 lb SC (15.2 m) Jib length 1 (45.7 m) 1 (48.8 m) 1 (51.8 m) ,4* ,8 *.3 17,9* ,2 * ,5 * ,1 * ,6 * ,1 * ,9 * , ,7 * ,0 * , , , , , , , , , , ,0.2 9, , , , ,8.9 6, , , , ,0.7 20,2* ,8 *.8 17,920* ,320 * ,5 *.1 16,1 * ,7 * ,1 * ,9 *.1 16, , ,0 * , , , , , , , , , ,7.0 8, , , , , , , , , , , , , , ,220* ,8 * ,3 * ,5*.6 16, * ,7 * ,2 * ,8 * , , ,6 * ,0.3 13, , , , , , , , , , , , ,3.2 7, , , , , , , , , , , , , 3 ANSI B.5 1 (57.9 m) 200 (61.0 m) ,8*.0 19,6* ,2 * ,4* ,1 * ,9 * ,6 * , , ,1 *.1 13, , , , , , , , , , , , , , , , ,8.2 5, , , ,9.8 4, , , , ,5.8 3, , , , , , , ,8*.4 17,6* ,610*.0 15,3* ,5 * ,620 * ,5 * ,6 * ,910 * ,0 *.9 13, , ,5 * ,8.3 10, , , , , , , ,7.9 6, , , ,5.0 5, , , , , , , , , , , , , , , , , , , ,7 * see page 17 Notes to lifting capacity 1 (54.9 m) ,0 * ,810* ,3 * ,0* ,8 * ,200 * ,8* , , ,6 * , , , , ,0.3 11, , , , , , , ,0.0 7, , , , , , , , ,0.6 4, , , , , , , ,2 14

15 LOAD CHART With 59HI Offset Tip Boom 4 Sheave Tip, #9HL Jib HC 52,0 lb + 23,000 lb SC (18.3 m) Jib length 1 (45.7 m) 1 (48.8 m) 1 (51.8 m) ,3* ,9* ,3 * ,8* ,7 * ,4 * ,0 *.3 13,0 * ,9 * ,9 * ,0 *.0 11,5 * ,620 * ,2 * ,1 * ,320 * , , ,0 * ,1.7 9, , , , , , , , ,.2 6, ,.9 15,2* ,9* ,0 * ,910* ,8 * ,5 * ,3 * ,4 * ,0 * ,010 * ,9 * ,6 * ,6 * , ,2 *.4 10,0 * , , , * , , , , , , , , , , , , , ,.8 5,.8 15,200* ,010* ,4 * ,920* ,9 * ,610 * ,3 * ,510 * ,210 * ,0 * , * ,7 * ,7 * , ,3 * ,4 * , , , , , , ,4.6 7, , , , , , , , , , , , , ,2 * see page 17 Notes to lifting capacity 3 ANSI B.5 1 (54.9 m) 1 (57.9 m) 200 (61.0 m) ,1*.2 15,0* ,5 *.1 12,9* ,0 * ,6 * ,4 * ,6 * ,320 * , *.3 13,200 * ,8 * ,8 * , , ,5 * , , , , , , , , , , , , , , , , , , , , , , , ,3.8 15,0*.6 14,9* ,5 *.5 12,920* ,0 * ,620 *.3 11,4 * ,6 * ,3 * ,1 * ,2 * ,000 * ,8 * ,2.9 11, ,610 * , ,5.4 9, , , , , , , ,9.6 5, , , , , , , , , , , , ,.5 3, , , , ,000* ,5 *.9 12,920* ,0 * ,6 *.7 11,200 * ,710 * ,3 * ,200 * , ,0 * ,9 * , , ,6 * , , , , , , , , , , , , , , , , , , , , , ,8.8 2, , , , , , , ,8 15

16 LOAD CHART With 59HI Offset Tip Boom 4 Sheave Tip, #9HL Jib HC 52,0 lb + 23,000 lb SC (21.3 m) Jib length 1 (54.9 m) 1 (57.9 m) ,8* ,3* ,9 * ,5* ,510 * , * , * ,010 * ,7 * ,8 * ,5 * ,4 * ,6 * ,1 * ,1 * ,4 * , ,0 * ,2 * , , ,0 * , , , , , , , , ,6.0 4, , , , , ,4.9 11,820* ,4* ,0 * ,5* ,6 * ,220 * ,1 * , * ,8 * ,920 * ,710 * ,5 * ,6 * ,0 * ,2 * ,4 * , ,000 * ,310 * , , , , , , , , , , , , , , , , , , , ,6.2 2,6 3 ANSI B (61.0 m) ,7* ,4* ,0 * ,620* ,6 * ,2 * ,200 * ,2 * ,9 * ,9 *.5 9,820 * ,6 * ,7 * ,3.7 8,3 * ,5 * , ,9.5 7,3 * , , , , , , , , , , ,.5 4, , , ,4.8 2, , , ,0.3 2, , , , ,9 * see page 17 Notes to lifting capacity 16

operation. See American Crane Corporation Service Bulletin #259. Ratings in this chart are in POUNDS and do not exceed the percentage of tipping specified for this crane by ANSI B.5. All ratings require that the crane be standing level on a firm uniformly supporting surface.

Lifting loads in excess of those shown or operation not in accordance with good operating practice, including limitations shown on page 3499 of Operator s Manual, can cause tipping, structural damage

RADIUS IN FEET is the horizontal distance at ground level from the crane centerline of rotation to a vertical line through the center of gravity of the suspended load.

17 NOTES TO LIFTING CAPACITY HC! Warning This rating chart is invalid if the crane has been modified or altered by use of other than GENUINE AMERICAN PARTS as such modifications or alterations may affect its capacity or safe operation. See American Crane Corporation Service Bulletin #259. Ratings in this chart are in POUNDS and do not exceed the percentage of tipping specified for this crane by ANSI B.5. All ratings require that the crane be standing level on a firm uniformly supporting surface. Do not lift loads in excess of those shown on this chart. Lifting loads in excess of those shown or operation not in accordance with good operating practice, including limitations shown on page 3499 of Operator s Manual, can cause tipping, structural damage or catastrophic failure. Asterisk (*) areas on this chart indicate ratings that are limited by strength of material or factors other than stability (tipping). RADIUS IN FEET is the horizontal distance at ground level from the crane centerline of rotation to a vertical line through the center of gravity of the suspended load. When using the main boom fall with jib in place, the main fall ratings must be reduced by the jib effective weight shown on the jib rating chart plus twice the weight of all suspended blocks, slings, rope, etc., at the jib fall. See Appendix A. When using the main boom fall with boom tip extension in place, the main fall ratings must be reduced by the weight of the boom tip extension plus twice the weight of all suspended blocks, slings, rope, etc., at the boom tip extension fall. See Appendix A. Blocks, slings, buckets and other load carrying devices are considered part of the load. The weight of standard hoisting ropes for the rating at a given radius has been calculated as part of the boom point load and need not be considered in determining net allowable loads. See Appendix A. Ratings shown on this chart make no allowance for such factors as out of plumb loads, wind, poor soil conditions, improper inflation of rubber tires and dynamic effects due to excessive operating speeds. The user (operator) must exercise judgment to make allowance for these conditions. See page 3499 of Operator s Manual for detailed information. No account is taken of the wind force on the load. This effect, which can be substantial for loads with large surface areas, must be considered by the user. In any wind it is strongly recommended that taglines be used to control the load. BOOM HOIST LINE 12 parts of 3/4 inch diameter IPS wire rope with a minimum breaking strength of 51,200 pounds. PENDANT SUSPENSION LINE 2 parts of 1-3/8 inch diameter EEIPS wire rope with a minimum breaking strength of 211,000 pounds. JIB BACKSTAY AND FRONTSTAY LINES 2 parts of inch diameter IPS wire rope with a minimum breaking strength of 69,200 pounds. JIB WHIP LINE 7/8 inch diameter EIPS wire rope with a minimum breaking strength of 79,0 pounds. SIDEFRAME POSITION DEFINITIONS These ratings are valid for the sideframe positions as indicated below. Refer to the HC Operator s Manual for additional information. ERECTION Erection OVER-THE-END BLOCKED Pinned into first hole in bar Sideframes fully extended (extenders in place) Pinned into second hole in bar Sideframes mid-extended Pinned into third hole in bar Sideframes fully retracted is with the boom over the idler end with idler tumblers blocked (See HC Operator s Manual for blocking instructions). Erection OVER-THE- SIDE is with the boom to the sideframes. Blocks, slings and other load carrying devices must be on the ground during erection. 17

18 TECHNICAL DESCRIPTION Hydraulic Crawler Crane HC Maximum lifting capacity tons ( mt). Boom systems 59HI Tubular Chord Boom, pin connected with 4 Sheave Tip 2 ft maximum boom length. 2 ft maximum boom and jib combination length. 25 ft (7.6 m) inner and 25 ft (7.6 m) outer and 10 ft / 20 ft / ft available inserts provide boom compositions in 10 ft (3 m) increments from ft (15.2 m) to 2 ft ( m). Robust engine Cummins Model QSB 6.7 Turbocharged, after cooler, diesel engine, 4 cycle, 6 cylinders, direct fuel injection, 9 cubic inch displacement, 6.7 liters, 2 BHP@2000 rpm, 105 gallons fuel tank capacity. Environmental operator s cab Designed to provide excellent viewing range and quiet, comfortable operation. 37 inch (0.91 m) wide cab has wide curved windows on both top and bottom. Easy-to-operate modular and ergonomically designed controls reduce operator fatigue and increase productivity. Load Moment Indicator with interactive screen. Operator can select from three display modes: loaded condition diagram, rated lifting curve or rated lifting load table. Adjustable operator s seat, radio, air conditioner, overhead window, sun visor, fan, overhead and front wipers and drum rotation indicators are standard. Heavy duty carbody and crawlers Fabricated steel carbody is deep box constructed with square axles for the crawler side frames. Precision machined top supports anti-friction swing circle and multiple pass hydraulic swivel joint. Crawlers have high alloy steel tumbler yokes and rigid fabricated structures with sealed rollers. 36 (914 mm) crawler shoes. Travel mechanism is set within shoe width. Side frames extended or retracted by cylinders inside the carbody. Two travel speed settings 0. / 0.87 mph (0.96 / 1.4 km/h). % (17 ) gradeability. Powerful, high-speed hoist system Independent main and auxiliary load hoisting drums. Main drum is grooved for 1 inch (25 mm) diameter rope. Max line speed is 513 fpm (156 m/min), max single line pull is,6 lb (18 4 kg). Rated single line pull is 29,0 lb ( kg). Auxiliary drum is grooved for 7/8 inch (22.4 mm) diameter rope. Max line speed is 553 fpm (168 m/min), max single line pull is 37,6 lb ( kg). Rated single line pull is 22,0 lb ( kg). Freefall on main and auxiliary drums. Each drum, including optional third, has power up/down and freefall. Load hoists are further controllable in stepless mode. Ample work space in front of the drums allows easy access for cable installation and maintenance. External contracting brake. Internal expanding band clutch. 3.0 rpm swing speed. High capacity, dependable hydraulic system Open circuit system has 2 variable displacement piston pumps with system capacity of 183 gpm (692 lpm). Hydraulic reservoir with 79 gallons (0 l) capacity and 10 micron filtration. Component working range is between -4 and 203 F (-20 and 95 C). Four piece removable counterweight Four piece pin connected counterweight can be assembled or disassembled easily within minutes. Hydraulic counterweight removal system is standard and makes the HC one of the most transportable cranes in its class. Moves on five trucks with full boom and #9HL jib. At 17 ft, 0.5 inch (5.2 m) wide and 11 ft (3. m) high, the basic HC will transport on a standard lowboy trailer. Options include Third drum Single sheave extension Third drum with free spooling Transportation package Automotive type lights Single sheave extension Hydraulic power take off Tagline winder Jib and jib inserts 18

19 TRANSPORT EXAMPLE FOR HC With 200 ft 59 H Boom & ft Jib and 3rd Drum HC Loads required as follows (weights shown do not include blocking or tie-down material): LOAD NO. 1 Step Deck 2 x crawler side frame counterweights (11,0 each) ,000 lbs boom center section with pendants ,6 lbs 20 ft jib inner lbs 1 x upper counterweight ,0 lbs TOTAL LOAD ,9 lbs LOAD NO. 2 Step Deck Middle portion of counterweight , lbs boom center section ,6 lbs 20 ft jib outer lbs 1 x upper counterweight ,0 lbs TOTAL LOAD ,6 lbs LOAD NO. 3 Step Deck Lower portion of counterweight ,000 lbs 25 ft boom outer section ,200 lbs 20 boom center section ,975 lbs Main load block ,0 lbs Overhaul ball lbs TOTAL LOAD ,325 lbs LOAD NO. 4 Step Deck 1 x 10 boom center section ,0 lbs 1 x boom center sections ,6 lbs 10 jib center section lbs 20 jib center section lbs TOTAL LOAD ,5 lbs LOAD NO. 5 Basic Crane: a) Complete upper structure b) Carbody and sideframes c) Retractable A-frame d) Boom inner section and boom stops e) Third drum TOTAL WEIGHT OF BASIC CRANE, etc.) ,000 lbs 19

20 Effective Date: May Product specifications and prices are subject to change without notice or obligation. The photographs and/or drawings in this document are for illustrative purposes only. Refer to the appropriate Operator s Manual for instructions on the proper use of this equipment. Failure to follow the appropriate Operator s Manual when using our equipment or to otherwise act irresponsibly may result in serious injury or death. The only warranty applicable to our equipment is the standard written warranty applicable to the particular product and sale and Terex makes no other warranty, express or implied. Products and services listed may be trademarks, service marks or trade-names of Terex Corporation and/or its subsidiaries in the USA and other countries. All rights are reserved. Terex is a registered trademark of Terex Corporation in the USA and many other countries. Copyright Terex Cranes 2014 Terex Cranes, Global Marketing, Dinglerstraße 24, Zweibrücken, Germany Tel. +49 (0) , info.cranes@terex.com, Brochure Reference: TC-DS-I-E-HC-05/14

HC 110 Hydraulic Crawler Crane 110 t Lifting Capacity HC 110 HYDRAULIC CRAWLER CRANE

HC 110 Hydraulic Crawler Crane 110 t Lifting Capacity HC 110 HYDRAULIC CRAWLER CRANE HC Hydraulic Crawler Crane t Lifting Capacity HC HYDRAULIC CRAWLER CRANE tons ( mt) maximum lifting capacity 2 ft ( m) maximum length of main boom 200 ft + ft (61 m + 21 m) maximum boom and jib HC HIGHLIGHTS