MORROW - jbyggm.sejbyggm.se/pdf/Liebherr 290 hc/Liebherr 290-HC.pdf · MORROW Morrow Equipment 290...

8
MORROW Morrow Equipment 290 HC TOWER CRANE Alternate tower configurations and rail travelling information available upon request. Configuration I 290 HC/550 HC /630EC-H Tower 319 ft (97.1m) max. Hook height Configuration II 290 HC/550 HC Tower 297 ft (90.6m) max. Hook height Configuration III 290 HC Tower 229 ft (69.8m) max. Hook height Configuration IV 290 HC Tower 215 ft (65.6m) max. Hook height Configuration V 290 HC Tower 188 ft (57.3m) max. Hook height FREESTANDING stationary 7 x 13'-7" (4.14m) = 95'-1" (29m) 8 x 19'-0" (5.8m) = 152'-3" (46.4m) NOTE! See hook height charts inside. 290 HC reinforced base 550 HC standard tower sections 290 HC tower sections 7'-7" 2.3m 8'-0" 2.45m 630 EC-H base section 19'-0" 5.8m Transition section 290 HC long section 40'-9" (12.42m) 7 x 13'-7" (4.14m) = 95'-1" (29m) 290 HC tower sections 19'-0" 5.8m Transition section 7 x 13'-7" (4.14m) = 95'-1" (29m) 290 HC tower sections 9 x 13'-7" (4.14m) = 122'-3" (37.3m) 290 HC tower sections 10 x 13'-7" (4.14m) = 135'-10" (41.4m) 290 HC tower sections 290 HC reinforced base 290 HC base section 290 HC base section 290 HC base section 9 x 19'-0" (5.8m) = 171'-3" (52.2m) 550 HC standard tower sections 40'-9" (12.42m) 40'-9" (12.42m) 40'-9" (12.42m) 40'-9" (12.42m) 40'-9" (12.42m) 40'-9" (12.42m) 40'-9" (12.42m) 230 ft (70m) Revised 0606 550 HC long section 38'-1" (11.6m) 290 HC reinforced base Outside to outside Outside to outside

Transcript of MORROW - jbyggm.sejbyggm.se/pdf/Liebherr 290 hc/Liebherr 290-HC.pdf · MORROW Morrow Equipment 290...

MORROW

Morrow Equipment

290 HCTOWER CRANE

Alternate tower configurations and rail travelling information available upon request.

Configuration I290 HC/550 HC/630EC-H Tower319 ft (97.1m)

max. Hook height

Configuration II290 HC/550 HC Tower

297 ft (90.6m)max. Hook height

Configuration III290 HC Tower229 ft (69.8m)

max. Hook height

Configuration IV290 HC Tower215 ft (65.6m)

max. Hook height

Configuration V290 HC Tower188 ft (57.3m)

max. Hook height

FREESTANDINGstationary

7 x

13'-7

" (4.

14m)

= 9

5'-1

" (29

m)8

x 19

'-0" (

5.8m

) = 1

52'-3

" (46

.4m)

NOTE

! Se

e hoo

k heig

ht ch

arts i

nside

.

290

HC re

infor

ced b

ase

550

HC st

anda

rd to

wer s

ectio

ns29

0 HC

towe

r sec

tions

7'-7"2.3m

8'-0"2.45m

630

EC-H

base

secti

on

19'-0

"

5.8m

Trans

ition

secti

on

290

HC lo

ng se

ction

40'-9

" (12

.42m

)

7 x

13'-7

" (4.

14m)

= 9

5'-1

" (29

m)

290

HC to

wer s

ectio

ns

19'-0

"

5.8m

Trans

ition

secti

on

7 x

13'-7

" (4.

14m)

= 9

5'-1

" (29

m)

290

HC to

wer s

ectio

ns

9 x

13'-7

" (4.

14m)

= 1

22'-3

" (37

.3m)

290

HC to

wer s

ectio

ns

10 x

13'

-7" (

4.14

m) =

135

'-10"

(41.

4m)

290

HC to

wer s

ectio

ns

290

HC re

infor

ced b

ase

290

HC ba

se se

ction

290

HC ba

se se

ction29

0 HC

base

secti

on

9 x

19'-0

" (5.

8m) =

171

'-3" (

52.2

m)

550

HC st

anda

rd to

wer s

ectio

ns

40'-9

" (12

.42m

)

40'-9

" (12

.42m

)40

'-9" (

12.4

2m)

40'-9

" (12

.42m

)40

'-9" (

12.4

2m)

40'-9

" (12

.42m

)

40'-9

" (12

.42m

)

230 ft (70m)

Revised 0606

550

HC lo

ng se

ction

38'-1

" (11

.6m)

290

HC re

infor

ced b

ase

Outside to outside

Outside to outside

Morrow Equipment Co., L.L.C.

290 HC

MORROW

MORROW

58'-1"17.7m

74'-6"22.7m

230 ft (70m)

8'-2

"

2.5m

NOTE

! Se

e hoo

k heig

ht ch

arts b

elow.

213 ft (65m)

197 ft (60m)

180 ft (55m)

158 ft (48.3m)

142 ft (43.3m)

120 ft (36.7m)

104 ft (31.7m)

6,610 lbs 3 000 kg

15,430 lbs (7 000 kg)

19,400 lbs (8 800 kg)

24,250 lbs (11 000 kg)

19'-0

"

5.8m

28'-9

"

8.77

m

Tower Element Type

Configuration II

1 550 HC STS 31 9.4 58 17.6 2 550 HC STS 50 15.2 77 23.4 3 550 HC STS 69 21 96 29.2 4 550 HC STS 88 26.8 115 35 5 550 HC STS 107 32.6 134 40.8 6 550 HC STS 126 38.4 153 46.6 7 550 HC STS 145 44.2 172 52.4 8 550 HC STS 164 50 191 58.2 9 550 HC STS 183 55.8 210 64 10 Transition 202 61.6 229 69.8 11 290 HC STS 216 65.8 242 73.9 12 290 HC STS 229 69.9 256 78 13 290 HC STS 243 74.1 270 82.2 14 290 HC STS 257 78.2 283 86.4 15 290 HC STS 270 82.3 297 90.5 16 290 HC STS 284 86.5 310 94.6 17 290 HC STS 297 1 90.6 1 324 1,3 98.8 1,3

static concrete footingNo. of TowerElements

rail-travelling undercarriage

feet meters feet meters

550 HC/290 HCon 19'-0" (5.8m)standard tower section

Tower Element Type

Configuration I

1 630 EC-H BS 52 15.9 79 24.2 2 550 HC STS 71 21.7 98 30 3 550 HC STS 90 27.5 117 35.8 4 550 HC STS 109 33.3 136 41.6 5 550 HC STS 128 39.1 155 47.4 6 550 HC STS 147 44.9 174 53.2 7 550 HC STS 167 50.7 193 59 8 550 HC STS 186 56.5 213 64.8 9 550 HC STS 205 62.3 232 70.6 10 Transition 224 68.1 251 76.4 11 290 HC STS 237 72.2 264 80.5 12 290 HC STS 251 76.4 278 84.6 13 290 HC STS 264 80.6 291 88.8 14 290 HC STS 278 84.7 305 92.9 15 290 HC STS 292 88.8 318 97.1 16 290 HC STS 305 93 332 101.2 17 290 HC STS 319 97.1 346 105.3

static concrete footingNo. of TowerElements

rail-travelling undercarriage

feet meters feet meters

32'-10"10m

19'-0"5.8m

27'-1

1"8.

5m

8'-6"2.6m

40'-9

"12

.42m

1'-0

"0.

3m

630

EC-H

32'-10"10m

19'-0"5.8m

27'-1

1"8.

5m

8'-6"2.6m

19'-0

"5.

8m1'

-4"

0.4m

550

HC

NOTE! 180-ft (55m) to 230-ft (70m) jibs require installation of the 74'-6" (22.7m) counterjib. All jibs 158-ft (48.3m) or less require the 58'-1" (17.7m) counterjib.

7'-10" (2.4m) Minimum hook position

13,010 lbs (5 900 kg)

10,580 lbs (4 800 kg)

9,040 lbs (4 100 kg)

7,720 lbs 3 500 kg

Jib Layout

Hook Heights

4'-7"1.4m

550 HC/290 HC19'-0" (5.8m)standard tower on630 EC-H40'-9" (12.42m)base section

1

Morrow Equipment Co., L.L.C.

290 HC

Hook Heights

Tower Element Type

static concrete footingNo. of TowerElements feet meters

Configuration IV290 HCon 40'-9" (12.42m) reinforced base section

Tower Element Type

static concrete footingNo. of TowerElements feet meters

Configuration III290 HCon 40'-9" (12.42m) reinforced base section

1 290 HC RBS 52 15.9 2 290 HC RBS 93 28.4 3 290 HC BS 134 40.8 4 290 HC STS 147 44.9 5 290 HC STS 161 49.1 6 290 HC STS 175 53.2 7 290 HC STS 188 57.3 8 290 HC STS 202 61.5 9 290 HC STS 215 65.6 10 290 HC STS 229 69.8

8'-2"2.5m

10"

0.26

m40

'-9"

12.4

2m

290

HC

8'-2"2.5m

10"

0.26

m40

'-9"

12.4

2m

290

HC

1 290 HC RBS 52 15.9 2 290 HC BS 93 28.4 3 290 HC STS 107 32.5 4 290 HC STS 120 36.6 5 290 HC STS 134 40.8 6 290 HC STS 147 44.9 7 290 HC STS 161 49.1 8 290 HC STS 175 53.2 9 290 HC STS 188 57.3 10 290 HC STS 202 61.5 11 290 HC STS 215 65.6

Tower Element Type

Configuration V

static concrete footingNo. of TowerElements

rail-travelling undercarriage

feet meters feet meters

19'-8"6m

8'-2"2.5m

10"

0.26

m40

'-9"

12.4

2m

12'-6"3.8m

16'-3

"4.

95m

40'-9

"12

.42m

290

HC 290

HC

290 HCon 40'-9" (12.42m) standard base section

1 290 HC BS 52 15.9 68 20.6 2 290 HC STS 66 20.1 81 24.8 3 290 HC STS 79 24.2 95 28.9 4 290 HC STS 93 28.3 108 33 5 290 HC STS 107 32.5 122 37.2 6 290 HC STS 120 36.6 136 41.3 7 290 HC STS 134 40.8 149 45.5 8 290 HC STS 147 44.9 163 49.6 9 290 HC STS 161 49 176 53.7 10 290 HC STS 175 2 53.2 2 190 2 57.9 2 11 3 290 HC STS 188 2 57.3 2

NOTE!1 Configuration is without top climbing unit.2 Lower top climbing unit to base of tower prior to operating crane.3 No other crane operations permitted when travelling.

Alternate tower combinations are possible. Refer to Operation manual or contact Morrow for information.

Consult crane Operation Manual before erecting, operating, servicing or dismantling crane.

SLAB OPENINGRecommended

10'-0" x 10'-0" 3.05m x 3.05m

NOTE! Recommended slab opening for erection and dis-mantlement. For other factors including deflection, contact Morrow engineering.

Specifications subject to change without prior notice. For additional information, contact Morrow Equipment.

1 1

HookRadius ft 60 70 80 90 104 120 130 142 158 170 180 197 213 230 m 18.3 21.3 24.4 27.4 31.7 36.7 39.6 43.3 48.3 51.8 55 60 65 70

Morrow Equipment Co., L.L.C.

Capacity

24,000 lbs/10 885 kg

21,000 lbs/9 525 kg

18,000 lbs/8 165 kg

15,000 lbs/6 805 kg

12,000 lbs/5 445 kg

9,000 lbs/4 080 kg

6,000 lbs/2 720 kg

3,000 lbs/1 360 kg

0

10,580 lbs4 800 kg

9,040 lbs4 100 kg

7,720 lbs3 500 kg

6,610 lbs3 000 kg

24,250 lbs11 000 kg

19,400 lbs8 800 kg

15,430 lbs7 000 kg

13,010 lbs5 900 kg

290 HC

Radius and Capacities

2-PART OPERATION

2-PART OPERATION

26,460 lbs (12 000 kg)

22,050 lbs10 000 kg

Hook Maximum ft 60 70 80 90 104 110 120 130 142 150 158 170 180 190 197 213 230 Radius Capacity – Radius m 18.3 21.3 24.4 27.4 31.7 33.5 36.7 39.6 43.3 45.7 48.3 51.8 55 58 60 65 70

230 ft 22,045 lbs – 86 ft lbs 22,045 22,045 22,045 20,955 17,747 16,643 14,958 13,672 12,280 11,495 10,737 9,833 9,105 8,534 8,135 7,319 6,610 70m 10 000 kg – 26.2m kg 10 000 10 000 10 000 9 505 8 050 7 549 6 785 6 201 5 570 5 214 4 870 4 460 4 130 3 871 3 690 3 320 3 000

213 ft 22,045 lbs – 89 ft lbs 22,045 22,045 22,045 21,922 18,563 17,424 15,675 14,319 12,875 12,067 11,266 10,340 9,590 8,975 8,576 7,720 65m 10 000 kg – 27.3m kg 10 000 10 000 10 000 9 943 8 420 7 903 7 110 6 495 5 840 5 474 5 110 4 690 4 350 4 071 3 890 3 500

197 ft 26,455 lbs – 79 ft lbs 26,455 26,455 26,132 22,897 19,445 18,253 16,424 15,033 13,514 12,688 11,861 10,882 10,097 9,469 9,040 60m 12 000 kg – 24.1m kg 12 000 12 000 11 853 10 386 8 820 8 280 7 450 6 819 6 130 5 755 5 380 4 936 4 580 4 295 4 100

180 ft 26,455 lbs – 82 ft lbs 26,455 26,455 26,455 23,944 20,305 19,061 17,174 15,712 14,154 13,274 12,412 11,402 10,580 55m 12 000 kg – 25.0m kg 12 000 12 000 12 000 10 861 9 210 8 646 7 790 7 127 6 420 6 021 5 630 5 172 4 800

158 ft 26,455 lbs – 85 ft lbs 26,455 26,455 26,455 24,987 21,219 19,932 17,957 16,435 14,815 13,904 13,010 48.3m 12 000 kg – 26.0m kg 12 000 12 000 12 000 11 334 9 625 9 041 8 145 7 455 6 720 6 307 5 900

142 ft 26,455 lbs – 88 ft lbs 26,455 26,455 26,455 25,979 22,068 20,737 18,695 17,124 15,430 43.3m 12 000 kg – 26.9m kg 12 000 12 000 12 000 11 784 10 010 9 406 8 480 7 767 7 000

120 ft 26,455 lbs – 91 ft lbs 26,455 26,455 26,455 26,455 22,906 21,522 19,400 36.7m 12 000 kg – 27.8m kg 12 000 12 000 12 000 12 000 10 390 9 762 8 800

104 ft 26,455 lbs – 96 ft lbs 26,455 26,455 26,455 26,455 24,250 31.7m 12 000 kg – 29.3m kg 12 000 12 000 12 000 12 000 11 000

Morrow Equipment Co., L.L.C.

MORROW

290 HC

TOP CLIMBINGwith 290 HC Tower

tied to structure

4 x

13'-7

" (4.

14m)

= 5

4'-4

" (16

.56m

) min.

7 x

13'-7

" (4.

14m)

= 9

5'-1

" (28

.98m

) max

.

1 x

40'-9

" (12

.42m

) + 3

x 1

3'-7

" (4.

14m)

= 8

1'-6

" (24

.84m

) min.

1 x

40'-9

" (12

.42m

) + 7

x 1

3'-7

" (4.

14m)

= 1

35'-1

0" (4

1.42

m) m

ax.

9 x

13'-7

" (4.

14m)

= 1

22'-3

" (37

.26m

) max

. 1

Hydraulic TopClimbing Unit 2[Site conditions

dependent]

Tie-inCollar

Centerlineof Crane

Face ofStructure

AnchorShoe (2)

Tie-inStruts

TIE-IN ASSEMBLYwith 290 HC Tower Sections

plan view

8'-2" (2.5m) min.

[See Note below.]

[Site

cond

itions

depe

nden

t]

Connectionplates (2) bycontractor

Dire

ction

ofj

ibw

hen

clim

bing

.➜

NOTE! For information regarding bottom climbing inside of structure, please contact Morrow.

NOTE! Restrictions apply; please consult Operations Manual or Morrow engineering. 1 For hook heights below 330 ft (100m), a maximum of 9 tower sections may be installed above uppermost tie-in location. If hook height exceeds 330 ft (100m), a maximum of 8 tower sections may be installed. 2 Lower top climbing unit to upper tie-in assembly prior to operating crane.

Tie-in Details

NOTE! The tie-in assembly shown is an example of a typical installation when using 290HC tower. Please note, however, that factors determining the installation of tie-in assemblies may vary due to project specific requiements.

Verify all dimensions.

Contact Morrow for additional information regarding dimensions, alternate tower configura-tions, reactions forces, tie-in installation and slab opening requirements.

Consult Operations Manual before erecting, operating, servicing or dismantling crane.

Tie-InAssembly

Tie-InAssembly

Morrow Equipment Co., L.L.C.

290 HC

Undercarriage Details on rail-travelling undercarriage

630 EC-H 290 HC

NOTE! For information regarding rail-travelling, static undercarriages and centralballast configurations, see 290 HC 12 Operation Manual.

550 HC

with 630 EC-H Tower

630 EC-H base section

Reinforcing steel each way

Foundation anchors (4)

7'-3" o.c. 2.2m o.c.

7'-3

" o.c

.

2.2m

o.c.

10'-3"

o.c.

3.11m

o.c.

Reinforcing steel each way

Foundation Details on concrete footing

with 550 HC Tower

Reinforcing steel each way

Foundation anchors (4)

Reinforcing steel each way

with 290 HC Tower

Reinforcing steel each way

Reinforcing steel each way

290 HC base section

Foundation anchors (4)

8'-2"

2.5m8'-6"

2.6m

16'-3

"

4.95

m

19'-8

"

6m

19'-8"

6m

19'-0"

5.8m

27'-1

1"

8.5m

32'-1

0"

10m

32'-10"

10m

Minimumclearance

Minimumclearance

Railgauge

MinimumclearanceMinimum

clearance

Railgauge

12'-6"

3.8m

6'-6" o.c. 1.98m o.c.

6'-6

" o.c.

1.98

m o.c

.

9'-2"

o.c.

2.8m o.c

.

550 HC tower section

8'-6"

2.6mMinimumclearance

7'-3" o.c. 2.2m o.c.

7'-3

" o.c.

2.2m

o.c.

10'-3"

o.c.

3.11m

o.c.

32'-10"

10m

Railgauge

19'-0"

5.8m

27'-1

1"

8.5m

Minimumclearance

32'-1

0"

10m

8'-0" (2.45m) outside to outside

7'-7" (2.3m) outside to outside

8'-0" (2.45m) outside to outside

290 HC tower section550 HC tower section550 HC tower section

PinnedBolted Bolted

Morrow Equipment Co., L.L.C.

Trolley 7.4hp 5.5 kW 26–52–164–312fpm 8–16–50–95 m/min

Swing 2x6.7hp 2 x 5 kW 0.7rpm

Travelling 2x10hp 2 x 7.5 kW 98fpm 30 m/min

Power Requirements

DriveUnit Horsepower Kilowatts Speed

Specifications subject to change without prior notice. For additional information, contact Morrow Equipment.

Motor Information

290 HC

Hoist Speed and Capacity

NOTE! Capacities and line speeds indicated will vary depending on the amount of hoist rope installed. This crane model may be equipped with a hoist unit other than that specified in the data above. To verify, check the serial number of the crane and refer to the Liebherr 290 HC Operation Manual for additional information.

HoistUnit WiW291RX040 2-PartLine

Gear Capacity HookSpeed Capacity HookSpeed

up to 26,460 lbs @ 105 fpm up to 12 000 kg @ 32 m/min

up to 15,650 lbs @ 200 fpm up to 7 100 kg @ 61 m/min

up to 9,260 lbs @ 312 fpm up to 4 200 kg @ 95 m/min

up to 4,520 lbs @ 555 fpm up to 2 050 kg @ 169 m/min

1234

108 hp(80 kW) AC hoist unit 4-speed gearbox Electromagnetic gear shifting Eddy current brake

3L-275

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

• 3-phase, 60 Hz power supply plus ground wire.

• Static: 170 Amperes

• Travelling: 195 Amperes (when using a 290 HC travelling undercarriage. If alternate undercarriage is used, contact Morrow for power requirements.)

Counterjib 75-ft(22.7m) 58-ft(17.7m)

Jiblength 230-ft(70m) 213-ft(65m) 197-ft(60m) 180-ft(55m) 158-ft(48.3m) 142-ft(43.3m) 120-ft(36.7m) 104-ft(31.7m)

No.ofblocks 8A 6A+1B 4A+2B 3A+2B 6A+1B 5A+2B 4A+2B 4A

Weightinlbs 39,680lbs 32,960lbs 26,240lbs 21,270lbs 32,960lbs 31,200lbs 26,240lbs 19,840lbs

Weightin kg 18 000 kg 14 950 kg 11 900 kg 9 650 kg 14 950 kg 14 150 kg 11 900 kg 9 000 kg

Counterweights

NOTE! Weight of the A Block is 4,960 lbs (2 250 kg). Weight of the B Block is 3,200 lbs (1 450 kg). Counterweights must be installed from rear to front, i.e. towards the tower. It is recommended that the weight of each counterweight be verified before installation. Counterweight figures displayed in the chart above are for crane with hoist unit WiW 291 RX 040 installed. If another hoist unit is installed, refer to the Liebherr 290 HC Operation Manual or contact Morrow Equipment for additional information.

TowerTop 29'-3"x5'-5"x6'-1" 6,000lbs 8.9m x 1.65m x 1.85m 2 720 kg

SlewingAssembly 20'-7"x9'-0"x8'-9" 20,300lbs(Complete)1 6.27m x 2.74m x 2.67m 9 210 kg

SlewingAssembly 14'-8"x9'-0"x8'-9" 11,930lbsUpperPart2 4.47m x 2.74m x 2.67m 5 410 kg

SlewingAssembly 6'-6"x9'-0"x7'-9" 8,380lbsLowerPart3 1.98m x 2.74m x 2.36m 3 800 kg

HoistUnitwithFrame4 8'-6"x15'-10"x7'-0" 17,420lbs108hp(80 kW) 2.6m x 4.83m x 2.13m 7 900 kg

CounterjibSect.1 27'-9"x5'-10"x5'-7" 4,760lbsInner 8.46m x 1.77m x 1.7m 2 160 kg

CounterjibSection2 17'-2"x5'-10"x5'-7" 4,000lbsIntermediate 5.23m x 1.77m x 1.7m 1 815 kg

CounterjibSection3 27'-7"x8'-0"x5'-7" 6,170lbsOuter 8.41m x 2.44m x 1.7m 2 800 kg

Counterjib 54'-9"x8'-0"x5'-7" 12,500lbsA5 16.7m x 2.44m x 1.7m 5 670 kg

Counterjib 71'-2"x8'-0"x5'-7" 16,500lbsB6 21.7m x 2.44m x 1.7m 7 485 kg

Counterweight 4'-4"x11"x8'-1" 4,960lbsBlockA 1.32m x 0.28 x 2.46m 2 250 kg

Counterweight 4'-4"x11"x5'-4" 3,200lbsBlockB 1.32m x 0.28 x 1.63m 1 450 kg

BaseSection 40'-9"x7'-7"x7'-7" 17,500lbs290HC 12.42m x 2.3m x 2.3m 7 940 kg

Reinforced Base 40'-9" x 7'-7" x 7'-7" 16,400 lbs290HC 12.42m x 2.3m x 2.3m 7 440 kg

LongTowerSect. 40'-9"x7'-7"x7'-7" 12,720lbs290HC 12.42m x 2.3m x 2.3m 5 770 kg

StandardTowerSection 13'-7"x7'-7"x7'-7" 5,070lbs290HC 4.14m x 2.3m x 2.3m 2 300 kg

Reinforced Tower Section 13'-7" x 7'-7" x 7'-7" 6,500 lbs290HC 4.14m x 2.3m x 2.3m 2 950 kg

StdTowerSection 20'-7"x8'-0"x8'-0" 14,290lbs550HC 6.28m x 2.44m x 2.44m 6 480 kg

LongSection 39'-8"x8'-0"x8'-0" 23,480lbs550HC 12.1m x 2.44m x 2.44m 10 650 kg

290 HC

3218 Pringle Road SE • P O Box 3306 • Salem, Oregon 97302-0306 USA503 585 5721 • Fax 503 363 1172 • [email protected] • www.morrow.com

Morrow EquipmentC O M P A N Y, L. L. C.

Description Weight Description WeightDimensionsL x W x H

DimensionsL x W x H

➀➁➃➄➅➆➇

➀➁➂➄➅➆➇

➀➁➄➅➆➇

➀➁➂➃➄➅➆➇

➀➁➄➆➇

➀➁➄➅➇

JibSection➀ 39'-0"x6'-1"x6'-4" 6,950lbs#611 11.89m x 1.85m x 1.92m 3 150 kg

JibSection➁ 39'-5"x5'-4"x6'-2" 4,870lbs#621 12.02m x 1.63m x 1.87m 2 210 kg

JibSection➂ 17'-7"x5'-4"x6'-2" 2,040lbs#633 5.36m x 1.63m x 1.87m 925 kg

JibSection➃ 34'-0"x5'-4"x6'-1" 4,110lbs#634 10.36m x 1.63m x 1.86m 1 865 kg

JibSection➄ 39'-5"x5'-5"x6'-1" 4,560lbs#622 12.02m x 1.65m x 1.86m 2 070 kg

JibSection➅ 23'-1"x5'-4"x6'-1" 2,240lbs#632 7.03m x 1.63m x 1.86m 1 015 kg

JibSection➆ 39'-5"x5'-4"x6'-1" 2,840lbs#631 12.02m x 1.63m x 1.86m 1 290 kg

JibSection➇ 7'-4"x6'-1"x6'-10" 730lbs#641 2.24m x 1.85m x 2.08m 330 kg

JibAssembly7 231'-0"x6'-1"x6'-10" 32,410lbs230-ft(70m) 70.4m x 1.85m x 2.08m 14 700 kg

JibAssembly7 214'-7"x6'-1"x6'-10" 29,980lbs213-ft(65m) 65.4m x 1.85m x 2.08m 13 600 kg

JibAssembly7 198'-2"x6'-1"x6'-10" 27,560lbs197-ft(60m) 60.4m x 1.85m x 2.08m 12 500 kg

JibAssembly7 181'-9"x6'-1"x6'-10" 24,690lbs180-ft(55m) 55.4m x 1.85m x 2.08m 11 200 kg

JibAssembly7 159'-9"x6'-1"x6'-10" 22,490lbs158-ft(48.3m) 48.7m x 1.85m x 2.08m 10 200 kg

JibAssembly7 143'-8"x6'-1"x6'-10" 21,610lbs142-ft(43.3m) 43.8m x 1.85m x 2.08m 9 800 kg

JibAssembly7 121'-9"x6'-1"x6'-10" 19,400lbs120-ft(36.7m) 37.1m x 1.85m x 2.08m 8 800 kg

JibAssembly7 105'-4"x6'-1"x6'-10" 16,310lbs104-ft(31.7m) 32.1m x 1.85m x 2.08m 7 400 kg

TopClimbingUnit 27'-7"x9'-2"x8'-10" 16,530lbsw/hydraulics 8.42m x 2.79m x 2.69m 7 500 kg

TransitionSection 20'-7"x8'-5"x8'-5" 13,050lbs550HC–290HC 6.28m x 2.57m x 2.57m 5 920 kg

Base Section 40'-9" x 8'-10" x 8'-10" 31,970 lbs630EC-H (B/P) 12.42m x 2.68m x 2.68m 14 500 kg

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NOTE! Weightsanddimensionsareapproximate.Scalecomponentsbeforelifting.Consult Operation Manual before erecting, operating, servicing or dismantling crane.1 Includes operator cab, swing motors, slewing ring, ring support and 4 climbing shoes. Two climbing shoes are detachable; deduct 100 lbs (45 kg) each. Dimensions are without detachable climbing shoes.2 Includes operator cab and swing motors.3 Includes slewing ring, ring support and 4 climbing shoes. Two climbing shoes are detachable; deduct 100 lbs (45 kg) each. Dimensions above are without detachable climbing shoes.4 Includes 108 hp (80 kW) hoist unit, electrical panel, wire rope and handrails. Typical installlation of 790 ft (240m) of wire rope weighs approximately 1,190 lbs (540 kg).5 Includes counterjib sections #1, #3, pendant bars and handrails. Counterjib A is required for jibs 158 ft (48.3m) and shorter.6 Includes counterjib sections #1, #2, #3, pendant bars and handrails. Counterjib B is required for jibs 180 ft (55m) and longer.7 Includes jib sections, pendant bars, pendant bar connecting pins and plates, trolley drive unit, trolley wire rope and trolley with hook block. Trolley: 1,350 lbs (610 kg); Hook Block: 840 lbs (380 kg).

Printed in the USA MEC - 290HC - 0606

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