710 hc-l 3264

7 x

18'-8

" (5.

7m) =

130

'-11"

(39.

9m)

7 x

18'-8

" (5.

7m) =

130

'-11"

(39.

9m)

24 H

C 100

0 to

wer s

ectio

ns

24 H

C 100

0 to

wer s

ectio

ns

170'

-7" (

52m)

Rail-mounted Undercarriage

24 H

C 125

0

Gantry

8'-0"2.44m

18'-8

"5.7

m

18'-8

"5.7

m

61'-4

"

18.7m

213 ft (65m)

15,870 lbs 7 200 kg

Contact Morrowfor undercarriage

information.

Tail swing radius(steel counterweights)

Luffing Tower Crane 710 HC-L 32/64

18'-8

"5.7

m

Top climbingtower sectionw/climbing girders

Top climbingtower sectionw/climbing girders

5'-3"1.6m

25'-11"7.9m

View IIwith 24 HC 1000 Tower

on concrete footing

View Iwith 24 HC 1250 Base Tower

and 24 HC 1000 Toweron concrete footing

Max boom length 213 ft 65mCapacity at max boom length: 15,870 lbs 7.2 tMaximum load: 141,100 lbs 64 t

Radius and hoisting heights

NOTE! Hoisting height (H) plus tower height (T) equals hook height. See pages 4-5.

2

710 HC-L

33' 16' 0' 16' 33' 49' 66' 82' 98' 115' 131' 148' 164' 180' 197' 213' 10m 5m 0m 5m 10m 15m 20m 25m 30m 35m 40m 45m 50m 55m 60m 65m

230' (70m)

246' (75m)

213' (65m)

197' (60m)

180' (55m)

164' (50m)

148' (45m)

131' (40m)

115' (35m)

98' (30m)

82' (25m)

66' (20m)

49' (15m)

33' (10m)

16' (5m)

0' (0m)

Grid: 1 meter x 1 meter

15° (minimum)89° (

maxim

um)

*Boom parking position (when out of operation)

Boom 1-part radius 2-part radius X° 213 ft 65m 68 ft 20.8m — — 75° 197 ft 60m 67 ft 20.5m 64 ft 19.6m 74° 180 ft 55m 66 ft 20m 63 ft 19.1m 73° 164 ft 50m 63 ft 19.3m 60 ft 18.4m 72° 148 ft 45m 61 ft 18.5m 58 ft 17.6m 71° 131 ft 40m 57 ft 17.4m 54 ft 16.5m 70° 115 ft 35m 60 ft 18.4m 57 ft 17.4m 65° 98 ft 30m 61 ft 18.5m 57 ft 17.4m 60°

15 ft 19

ft 24 ft 28

ft 33 ft 37

ft 41 ft 46

ft

4.5m 5.8

m 7.3m 8.5

m 10m 11

.3m

12.5m

14m

*

Towe

r heig

ht (T

)(se

e cha

rts on

page

s 4 an

d 5)

3

710 HC-L 23

1’-4

”70

.5m

Hoisting heights (H) (boom luffed at 89°)

Boom 1-part hook 2-part hook 213 ft 65m 205 ft 62.5m — — 197 ft 60m 188 ft 57.3m 192 ft 58.5m 180 ft 55m 171 ft 52m 175 ft 53.3m 164 ft 50m 154 ft 47m 158 ft 48.2m 148 ft 45m 137 ft 41.7m 141 ft 43m 131 ft 40m 120 ft 36.5m 124 ft 37.9m 115 ft 35m 103 ft 31.3m 107 ft 32.6m 98 ft 30m 86 ft 26.2m 90 ft 27.5m

Luffed 15°

Luffe

d 89°

Hoist

ing h

eight

(H)

(see c

hart

this p

age)

Towe

r heig

ht (T

)(se

e cha

rts on

page

s 4 an

d 5)

Hoist

ing h

eight

(H)

(see c

hart

this p

age)

NOTE! Hoisting height (H) plus tower height (T) equals hook height. See pages 4-5.

Hoisting heights (H) (boom at 15°)

Boom 1-part hook 2-part hook 213 ft 65m 46 ft 14m — — 197 ft 60m 41 ft 12.5m 41 ft 12.5m 180 ft 55m 37 ft 11.3m 37 ft 11.3m 164 ft 50m 33 ft 10m 33 ft 10m 148 ft 45m 28 ft 8.5m 28 ft 8.5m 131 ft 40m 24 ft 7.3m 24 ft 7.3m 115 ft 35m 19 ft 5.8m 19 ft 5.8m 98 ft 30m 15 ft 4.5m 15 ft 4.5m

4

710 HC-L

Tower heights on concrete footing

No. of Sections

No. of Sections

No. of Sections

No. of Sections

No. of Sections

No. of Sections

30m

40m

50m

35m

45m

55m

98 ft

131 ft

164 ft

115 ft

148 ft

180 ft

24 HC 1000and 24 HC 1250tower






Tower heights (T) with 98-ft (30m) Boom






2'-4"0.7m

18'-8

"5.7

m

2'-4"0.7m

18'-8

"5.7

m

NOTE! Alternate tower combinations possible. Contact Morrow for information.

1 21 ft 6.4m 2 39.7 ft 12.1m 3 58.4 ft 17.8m 4 77.1 ft 23.5m 5 95.8 ft 29.2m 6 114.9 ft 34.9m 7 133.2 ft 40.6m 8 151.9 ft 46.3m 9 170.6 ft 52m 10 189.3 ft 57.7m 11* 208 ft 63.4m 12* 226.7 ft 69.1m 2

13* 245.4 ft 74.8m 3

1 21 ft 6.4m 2 39.7 ft 12.1m 3 58.4 ft 17.8m 4 77.1 ft 23.5m 5 95.8 ft 29.2m 6 114.9 ft 34.9m 7 133.2 ft 40.6m 8 151.9 ft 46.3m 9 170.6 ft 52m 10* 189.3 ft 57.7m 11* 208 ft 63.4m 2

12* 226.7 ft 69.1m 3

— — —


— — — — — —

1 21 ft 6.4m 2 39.7 ft 12.1m 3 58.4 ft 17.8m 4 77.1 ft 23.5m 5 95.8 ft 29.2m 6 114.9 ft 34.9m 7 133.2 ft 40.6m 8 151.9 ft 46.3m 9 170.6 ft 52m 10 189.3 ft 57.7m 11* 208 ft 63.4m 12* 226.7 ft 69.1m 3

— — —


— — — — — —

1 21 ft 6.4m 2 39.7 ft 12.1m 3 58.4 ft 17.8m 4 77.1 ft 23.5m 5 95.8 ft 29.2m 6 114.9 ft 34.9m 7 133.2 ft 40.6m 8 151.9 ft 46.3m 9* 170.6 ft 52m 10* 189.3 ft 57.7m 1 — — — — — — — — —

* NOTE! Top climbing unit must be lowered to base of tower prior to crane being put into operation.1 One (1) 24 HC 1250 tower section must be installed on tower base.2 Two (2) 24 HC 1250 tower sections must be installed on tower base.3 Three (3) 24 HC 1250 tower sections must be installed on tower base.

2'-4"0.7m

18'-8

"5.7

m

2'-4"0.7m

18'-8

"5.7

m

2'-4"0.7m

18'-8

"5.7

m

2'-4"0.7m

18'-8

"5.7

m

Clearance requirements

NOTE! Allow for clearance between crane and any adjacent structure when climbing crane up or down. These views illustrate minimum crane-to-structure clearances.

12'-10" 3.9m

12'-10" 3.9m

Machinedeck

TOP CLIMBINGADJACENT TO STRUCTURE

Structure

Boom

Cab Cab if installed on right side of machine deck

Centerline ofmachine deck

TAIL SWINGRADIUS

TOWER PINREMOVAL

Machinedeck

Tower connectionpins and sleeves

View with cab mounted on the left side of the machine deck

View with cab mounted on the right side of the machine deck

Machinedeck

Boom

Boom

Cab

25'-11"

7.9m

25'-11"

7.9m

Views showing tail swing radius for crane configuration using steel counterweights. Top view is with cab installed on right side of machine deck. Lower view is with cab on left side.

View showing minimum clear-ance needed to remove tower connection pins/sleeves from all sides of tower section.

5

710 HC-L

12'-10"3.9m

2'-0"0.61m

Tower heights on concrete footing

No. of Sections No. of Sections60m 65m197 ft 213 ft24 HC 1000tower

24 HC 1000and 24 HC 1250 tower

Tower heights (T) with 197-ft (60m) Boom Tower heights (T) with 213-ft (65m) Boom

NOTE! Alternate tower combinations possible. Contact Morrow for information.

1 21 ft 6.4m 2 39.7 ft 12.1m 3 58.4 ft 17.8m 4 77.1 ft 23.5m 5 95.8 ft 29.2m 6 114.9 ft 34.9m 7 133.2 ft 40.6m 8 151.9 ft 46.3m 9* 170.6 ft 52m

1 21 ft 6.4m 2 39.7 ft 12.1m 3 58.4 ft 17.8m 4 77.1 ft 23.5m 5 95.8 ft 29.2m 6 114.9 ft 34.9m 7 133.2 ft 40.6m 8* 151.9 ft 46.3m 9* 170.6 ft 52m 1

* NOTE! Top climbing unit must be lowered to base of tower prior to crane being put into operation.1 One (1) 24 HC 1250 tower section must be installed on tower base. See Operation manual for details.

2'-4"0.7m

18'-8

"5.7

m

2'-4"0.7m

18'-8

"5.7

m

5'-3

"1.6

m

COUNTERJIB TOTOP OF TOWER

Cab

Radius and capacities one-part 32t operation

Boom Maximum Min. hook ft 66 82 98 115 131 148 164 180 197 213 Length Capacity – Radius position m 20 25 30 35 40 45 50 55 60 65

213 ft 70,550 lbs – 79 ft 15.7 ft lbs 70,550 67,330 54,230 44,620 37,240 31,350 26,520 22,470 19,000 15,870 65m 32 000 kg – 24m 4.8m kg 32 000 30 540 24 600 20 240 16 890 14 220 12 030 10 190 8 620 7 200

197 ft 70,550 lbs – 85 ft 15.4 ft lbs 70,550 70,550 59,550 49,100 41,050 34,610 29,340 24,890 20,940 60m 32 000 kg – 26m 4.7m kg 32 000 32 000 27 010 22 270 18 620 15 700 13 310 11 290 9 500

180 ft 70,550 lbs – 91 ft 14.4 ft lbs 70,550 70,550 64,150 52,930 44,290 37,370 31,660 26,680 55m 32 000 kg – 27.7m 4.4m kg 32 000 32 000 29 100 24 010 20 090 16 950 14 360 12 100

164 ft 70,550 lbs – 96 ft 13.8 ft lbs 70,550 70,550 68,590 56,500 47,180 39,710 33,290 50m 32 000 kg – 29.3m 4.2m kg 32 000 32 000 31 100 25 630 21 400 18 010 15 100

148 ft 70,550 lbs – 101 ft 13.1 ft lbs 70,550 70,550 70,550 59,570 49,450 41,010 45m 32 000 kg – 30.7m 4m kg 32 000 32 000 32 000 27 020 22 430 18 600

131 ft 70,550 lbs – 104 ft 12.8 ft lbs 70,550 70,550 70,550 61,840 50,270 40m 32 000 kg – 31.8m 3.9m kg 32 000 32 000 32 000 28 050 22 800

115 ft 70,550 lbs – 107 ft 12.5 ft lbs 70,550 70,550 70,550 61,290 35m 32 000 kg – 32.7m 3.8m kg 32 000 32 000 32 000 27 800

98 ft 70,550 lbs – 98 ft 11.8 ft lbs 70,550 70,550 70,550 30m 32 000 kg – 30.0m 3.6m kg 32 000 32 000 32 000

ft 66 82 97 115 131 148 164 180 197 213m 20 25 30 35 40 45 50 55 60 65

56 000 kg

48 000 kg

40 000 kg

32 000 kg

24 000 kg

16 000 kg

8 000 kg

0

123,460 lbs

105,820 lbs

88,180 lbs

70,550 lbs

52,910 lbs

35,270 lbs

17,640 lbs

20,940 9 500 15,870

7 200

26,680 12 100

33,290 15 100

41,010 18 600

50,270 22 800

61,290 27 800

70,550 32 000

6

710 HC-L Lif

ting c

apac

ity

Hook reach

NOTE! The 213 ft (65m) boom is NOT available when using two-part 64t operation. Contact MORROW for information.

Radius and capacities two-part 64t operation

Boom Maximum Min. hook ft 66 82 96 113 129 145 162 178 195 Length Capacity – Radius position m 20 25 29.3 34.3 39.3 44.3 49.3 54.3 59.3

197 ft 105,820 lbs – 56 ft 13.5 ft lbs 88,360 68,100 54,170 43,870 35,940 29,560 24,320 19,910 16,530 60m 48 000 kg – 17m 4.1m kg 40 080 30 890 24 570 19 900 16 300 13 410 11 030 9 030 7 500

180 ft 119,050 lbs – 53 ft 12.8 ft lbs 95,080 73,410 58,490 47,490 38,980 32,140 26,500 22,270 55m 54 000 kg – 16.3m 3.9m kg 43 130 33 300 26 530 21 540 17 680 14 580 12 020 10 100

164 ft 132,280 lbs – 51 ft 12.5 ft lbs 100,860 77,980 62,190 50,550 41,510 34,240 28,880 50m 60 000 kg – 15.6m 3.8m kg 45 750 35 370 28 210 22 930 18 830 15 530 13 100

148 ft 141,100 lbs – 50 ft 11.5 ft lbs 106,110 82,010 65,370 53,090 43,490 36,600 45m 64 000 kg – 15.4m 3.5m kg 48 130 37 200 29 650 24 080 19 730 16 600

131 ft 141,100 lbs – 52 ft 11.2 ft lbs 109,830 84,880 67,640 54,830 45,860 40m 64 000 kg – 15.9m 3.4m kg 49 820 38 500 30 680 24 870 20 800

115 ft 141,100 lbs – 54 ft 10.5 ft lbs 112,990 86,620 68,300 56,000 35m 64 000 kg – 16.4m 3.2m kg 51 250 39 290 30 980 25 400

98 ft 141,100 lbs – 54 ft 9.8 ft lbs 111,930 84,420 67,020 30m 64 000 kg – 16.4m 3m kg 50 770 38 290 30 400

ft 66 82 96 113 129 145 162 178 195m 20 25 29.3 34.3 39.3 44.3 49.3 54.3 59.3

64 000 kg

56 000 kg

48 000 kg

40 000 kg

32 000 kg

24 000 kg

16 000 kg

8 000 kg

0

141,100 lbs

123,460 lbs

105,820 lbs

88,180 lbs

70,550 lbs

52,910 lbs

35,270 lbs

17,640 lbs

7

Liftin

g cap

acity

Hook reach

710 HC-L

67,020 30 400

56,000 25 400

45,860 20 800

36,600 16 600

28,880 13 100 28,880

13 100 22,270 10 100 16,530

7 500

Configurations

TOP CLIMBING(Climbing tower installed)

RAIL TRAVELING or STATIC

(with undercarriage)

TIE-IN ASSEMBLY(Top climbing tied to

structure)

BOTTOM CLIMBING

Top climbing crane configuration can be used when freestanding crane or when tieing crane to structure.Rail traveling crane configuration

offers convenience of greater hook coverage on job site.

Bottom (internal) climbing configura-tion is used primarily when crane is situated within a structure. Crane climbs as floors are added to the structure.

8

710 HC-L

IMPORTANT – Configurations shown on this page are for illustrative purposes only. Actual configuration dependent on job site specific criteria. See manual for instructions or contact MORROW for additional information.

Connection platesby contractorFace of structure

Anchor shoe (2)

Tie-in struts (3)

Tie-in collar

Boom A B 213 ft 65m 107’-6” 32.76m 12’-2” 3.7m 197 ft 60m 99’-2” 30.23m 13’-5” 4.1m 180 ft 55m 90’-11” 27.71m 14’-9” 4.5m 164 ft 50m 82’-4” 25.09m 15’-5” 4.7m 148 ft 45m 74’-1” 22.59m 10’-6” 3.2m 131 ft 40m 63’-0” 19.19m 13’-1” 4m 115 ft 35m 57’-8” 17.58m 13’-1” 4m 98 ft 30m 49’-4” 15.04m 13’-1” 4m

Boom lifting point

9

710 HC-L

Boom configurations

213 ft (65m)

197 ft (60m)

15,870 lbs 7 200 kg

20,940 lbs 9 500 kg

180 ft (55m)

26,680 lbs 12 100 kg

164 ft (50m)

33,290 lbs 15 100 kg

148 ft (45m)

41,000 lbs 18 600 kg

131 ft (40m)

50,270 lbs 22 800 kg

115 ft (35m)

61,290 lbs 27 800 kg

98 ft (30m)

70,550 lbs 32 000 kg

A

B

NOTE! Booms may be installed as a complete unit or in two parts. Chart below is for booms installed complete. See manual for instructions or contact MORROW for additional information.

Foundation details on concrete footing and anchors

24 HC 1250 Base Assembly

24 HC 1000 Base Assembly

24 HC 1250tower section

24 HC 1000tower section

Foundation anchors (4)

Foundation anchors (4)

7'-0" o.c. 2.14m o.c.

7'-0" o.c. 2.14m o.c.

7'-0

" o.c

.2.

14m

o.c.

26'-3

"8m

18'-8

"5.

7m7'

-7"

2.31

m

8'-1

"2.

47m

18'-8

"5.

7m

26'-1

0"8.

2m

7'-0

" o.c

.2.

14m

o.c.

9'-11"

o.c.

3.026m

o.c.

9'-11"

o.c.

3.026m

o.c.

Reinforcing steel each way

Reinforcing steel each way

Pin connectionPin connection

Reinforcing steel each wayReinforcing

steel each way

10

710 HC-L

Boom Length 213' — 115' (65m – 35m) 98' (30m)

No. of counterweights required 18 x 1 + 1 x 2 17 x 1 + 1 x 2

Total weight (in lbs) 170,860 lbs 161,820 lbs

Total weight (in kg) 77 500 kg 73 400 kg

Counterweights (Steel)

NOTE! Weights of steel counterweight blocks: Block type q weighs 8,970 lbs (4 070 kg) and Block type w weighs 8,995 lbs (4 080 kg) each.

Block type 2 is installed after placing eight (8) type 1 blocks. Block type 2 has fastening plates that bolt the counterweight blocks to the gear platform prior to attaching the boom.

Counterweight figures displayed in the chart above are for crane with hoist unit WiW 330 VZ 402. If alternate hoist unit is installed, refer to the 710 HC-L 32/64 Opera-tion manual or contact MORROW for information.

BASE ASSEMBLY – Tower Section

with anchors installedincluding connecting material

24 HC 1000 Tower Sectionplus Anchors (4x)

Total wt.: 25,000 lbs11 340 kg

24 HC 1250 Tower Sectionplus Anchors (4x)

Total wt.: 27,360 lbs 12 410 kg

Hoist speed and capacity

• 480 V phase-phase, 277 V each phase to ground with 120° phase shift between phases. Do not use open Delta.

• Required power supply: 3-phase 480 V, 60 Hz; 3-wire plus ground; no Neutral.

• Required service: 450 Amperes (Rail travelling undercarriage power requirements available upon request).

Power requirements

Motor information Drive Unit Horsepower Kilowatts Speed*

1

2

1

2

Hoist Unit WiW 330 VZ 402 1-Part Line

Speed Capacity Line Speed Capacity Line Speed2x 147 hp [294 hp] AC hoist units2x 110 kW [220 kW]

Variable frequency drive (VFD) 2-speed gearbox Electromagnetic gear shifting

1P - 4L350 2P - 4L175

NOTE! Capacities and line speeds indicated will vary depending on the amount of hoist rope installed. This crane model may be equipped with hoist units other than that specified in the data above. To verify, check the serial number of the crane and refer to the Liebherr 710 HC-L Operation Manual for additional information.

Maximum hook height in 1-part operation is 3,500 feet (1 067m). Max. hook ht. in 2-part operation is 1,750 ft (534m).

2-Part Line

Luffing* (VFD) 215 hp 160 kW 1.4 – 2 min

Swing (VFD) 2 x 14.7 hp 2 x 11 kW 0.6 rpm

Travelling Information available upon request

up to 70,550 lbs @ 115 fpm up to 32 000 kg @ 35 m/min up to 17,200 lbs @ 340 fpm up to 7 800 kg @ 104 m/min




* NOTE! Luffing speed shown is for a typical working range of 15° to 75° with load. Luffing speeds are variable. Factors such as hook load, boom length will affect speed.

11

710 HC-L

Specifications are subject to change without prior notice. Drawings shown in this datasheet are for illustrative purposes only. Refer to the 710 HC-L 32/64 Litronic Operator’s Manual for instructions. For additional information, contact MORROW. All rights are reserved.

Printed in the USA MEC - 710HCL32/64Lit - 0415

3218 Pringle Road SE • P O Box 3306 • Salem OR 97302-0306 USA+1 503.585.5721 • fax +1 503.363.1172 • www.morrow.com • [email protected]

Butt section 30’-11” x 7’-5” x 7’-2” 8,445 lbs611 9.43m x 2.27m x 2.19m 3 830 kg

Boom section 17’-8” x 7’-5” x 7’-2” 3,110 lbs612 5.39m x 2,27m x 2.19m 1 410 kg

Boom section 34’-8” x 7’-5” x 7’-10” 6,570 lbs621 10.57m x 2.27m x 2.4m 2 980 kg



Tip section 37’-1” x 9’-1” x 8’-4” 9,480 lbs641 11.3m x 2.77m x 2.53m 4 300 kg

Top climbing 44’-5” x 8’-1” x 6’-10” 49,935 lbsframe 13.54m x 2.47m x 2.09m 22 650 kg

Top climbing 14’-9” x 4’-11 x 6’-7” 8,160 lbshydraulic equipment 4.5m x 1.5m x 2m 3 700 kg

Boom assembly complete 3 220’-2” x 9’-1” x 9’-0” 50,710 lbs213-ft (65m) boom 67.1m x 2.77m x 2.74m 23 000 kg








Counterweight (18x) 15’-1” x 3’-2” x 10” 8,970 lbsSteel (ea.) - A block 4.6m x 0.97m x 0.26m 4 070 kg

Counterweight (1x) 15’-1” x 3’-2” x 10” 8,995 lbsSteel - B block 4.6m x 0.97m x 0.26m 4 080 kg

Tie-in collar 14’-5” x 1’-0” x 15’-9” 13,160 lbs 4.4m x 0.6m x 4.8m 5 970 kg

Slewing ring support 7’-7” x 7’-7” x 4’-2” 10,160 lbs 2.32m x 2.32m x 1.26m 4 610 kg

Pivot 9’-3” x 7’-6” x 7’-10” 8,530 lbs 2.81m x 2.28m x 2.39m 3 870 kg

Slewing platform 15’-6” x 8’-6” x 7’-11” 39,570 lbsplus pivot 4.73m x 2.58m x 2.41m 17 950 kg

Slewing platform 10’-11” x 7’-7” x 8’-6” 31,370 lbs 3.33m x 2.32m x 2.58m 14 230 kg

Machine deck w/ luffing 1 23’-10” x 7’-7” x 8’-5” 36,550 lbsgear 215 hp (160 kW) 7.27m x 2.32m x 2.57m 16 580 kg

Machine deck 23’-10” x 7’-7” x 7’-6” 24,100 lbsw/o luffing gear 7.27m x 2.32m x 2.29m 10 930 kg

Hoist gear VFD 1 15’-7” x 7’-6” x 8’-5” 26,810 lbs2x 147 hp (110 kW) 4.74m x 2.29m x 2.57m 12 160 kg

Hoist gear platform 15’-7” x 7’-6” x 4’-6” 6,420 lbs w/o hoist gear 4.74m x 2.29m x 1.38m 2 910 kg

Operator cab 13’-11” x 5’-1” x 8’-5” 2,745 lbswith access platform 4.25m x 1.55m x 2.57m 1 245 kg

Platforms (2) 18’-1” x 3’-11” x 5’-3” 925 lbsattached to deck 5.5m x 1.2m x 1.59m 420 kg

Gantry 39’-8” x 7’-5” x 7’-10” 22,270 lbs 12.1m x 2.27m x 2.4m 10 100 kg

Hook block 9’-10” x 5’-1” x 2’-10” 3,525 lbs 1-part operation 3m x 1.56m x 0.87m 1 600 kg

Hook block 9’-10” x 5’-1” x 2’-10” 5,730 lbs 2-part operation 3m x 1.56m x 0.87m 2 600 kg

Pulley block 4’-9” x 4’-8” x 3’-9” 1,675 lbs 1.45m x 1.43m x 1.14m 760 kg

Tower section 20’-7” x 8’-0” x 8’-0” 19,840 lbs24 HC 1250 6.28m x 2.44m x 2.44m 9 000 kg

Tower section 20’-7” x 8’-0” x 8’-0” 18,960 lbs24 HC 1000 6.28m x 2.44m x 2.44m 8 600 kg

Top climbing section 20’-7” x 8’-0” x 8’-7” 30,400 lbs 6.28m x 2.44m x 2.61m 13 790 kg

Climbing girders (2x) 9’-11” x 6’-0” x 4’-8” 8,820 lbsfor climbing section 3.04m x 1.83m x 1.41m 4 000 kg

Footing anchor (4x) 2 7’-7” x 1’-8” x 1’-8” 1,510 lbs24 HC 1000 each 2.31m x 0.5m x 0.5m 685 kg

Description Weight Description WeightDimensionsL x W x H

DimensionsL x W x H

NOTE! Weights and dimensions are approximate. Scale components before lifting. Consult operation manual before erecting, operating, servicing and dismantling crane. 1 Does not include wire rope. Hoist rope: 5.8 lbs per foot. Luffing rope: 2.4 lbs per foot.2 Anchor for 24 HC 1250 tower: 8’-1” x 1’-8” x 1’-8” (2.47m x 0.5m x 0.5m) and 1,880 lbs (852 kg) each. Four (4) per complete set.3 Complete boom assemblies include (per manufacturer): Boom sections, suspension, tie bars, platforms, support and rope deflector.

➀

➁

➂

➄

➃

➅

USA: Salem OR • Atlanta GA • Charlotte NC • Chicago IL • Dallas TX • Denver CO • Honolulu HI • Houston TX • Los Angeles CA • Miami FL • Milwaukee WI• New York NY • St Louis MO • San Francisco CA • Seattle WA • Tampa FL • Washington DC • Australia: Brisbane QLD • Sydney NSW • Perth WA •

New Zealand: Auckland • Wellington • Canada: Montreal QC • Toronto ON • Vancouver BC • Mexico: Mexico City • Brazil: Sao Paulo

710 HC-L

➀➁➂➅

➀➂➅

➀➂➂➅

➀➁➂➂➃➄➅

➀➁➂➂➃➅

➀➁➂➃➅

➀➂➂➃➅

➀➂➂➃➄➅

Component weights

Specifications are subject to change without prior notice. Drawings shown in this datasheet are for illustrative purposes only. Refer to the 710 HC-L 32/64 Litronic Operator’s Manual for instructions. For additional information, contact MORROW. All rights are reserved.

710 hc-l 3264

Documents