290-hc

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

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290-HC

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  • 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

    ction2

    90 H

    C bas

    e sec

    tion

    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

    Direction

    ofjib

    whenclimbing

    .

    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

    MinimumclearanceMinimumclearance

    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 2652164312fpm 8165095 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

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

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

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

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

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

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

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

    JibSection 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" 13,050lbs550HC290HC 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

    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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