290 HC - Sowles

1 Morrow EquipmentFREESTANDING(travelling and stationary)Configuration IIIwith 290 hc Towermax. 188 ft ( ) HUH on concrete foundationmax. 190 ft ( ) HUH on undercarriageConfiguration IIwith 290 hc /550 HC Towermax. 297 ft ( ) HUH on concrete foundationmax. 324 ft ( ) HUH on undercarriage7 x 13'-7" ( ) = 95'-1" ( )40'-9" Iwith 290 hc /550 HC/630 EC-H Towermax. 319 ft ( ) HUH on concrete foundationmax. 346 ft ( ) HUH on undercarriage8 x 19'-0" ( ) = 152'-3" ( )10 x 13'-7" ( ) = 135'-10" ( )40'-9" '-9" HC Undercarriage19'-8" ( ) Gauge16'-3" Undercarriage32'-10" ( ) Gauge630 EC-H Undercarriage32'-10" ( ) Gauge290HC/550HC Transition19'-0" ft ( )NOTE! See hook height charts 290 hc tower sectionsBase tower sectionLong tower sectionBase tower sectionStandard 290 hc tower sectionsLong tower section40'-9" x 13'-7" ( ) = 122'-3" ( )Standard 550 HC tower sectionsStandard 290 hc tower sections27'-11" '-7" '-0" 290 HCTOWER CRANE40'-9" '-11" x 19'-0" ( ) = 171'-0" ( )Standard 550 HC tower sections290HC/550HC Transition19'-0" x 13'-7" ( ) = 95'-1" ( )Standard 290 hc tower sections630 EC-H Base sectionMorrow Equipment Co.

2 , 290 HC1 Remove top climbing unit from crane prior to operating crane at maximumhook top climbing unit to base of crane prior to operating crane at maximumhook height [190 ft ( )].3 Lower top climbing unit to base of crane prior to operating crane at maximumhook height [188 ft ( )].58'-1" '-6" ft ( ) Jib Tip Radius: 234'-3" ( )8'-5" ! See hook height charts ft ( )197 ft ( )180 ft ( )158 ft ( )142 ft ( )120 ft ( )104 ft ( )13,010 lbs5 900 kg10,580 lbs4 800 kg6,615 lbs3 000 kg9,040 lbs4 100 kg7,715 lbs3 500 kg15,430 lbs7 000 kg19,400 lbs8 800 kg24,250 lbs11 000 kg19'-0" '-9" '-9" x 13'-7" ( ) = 135'-10" ( )Standard 290 hc tower sectionsBase Tower SectionNOTE! Consult Morrow for specificinformation regarding alternate foun-dation details, dimensions, reactionforces and slab opening ! Please consult crane'soperation manual before erecting,operating and dismantling HEIGHTSFREESTANDING(stationary) Jib Tip Radius: 217'-10" ( ) Jib Tip Radius: 201'-5" ( ) Jib Tip Radius: 185'-0" ( ) Jib Tip Radius: 163'-1" ( ) Jib Tip Radius: 146'-8" ( ) Jib Tip Radius: 124'-8" ( ) Jib Tip Radius: 108'-3" ( )10"265mmNOTE!

3 Alternate tower com-binations possible. ContactMorrow for additional ofTowerHook HeightHook HeightTowerConfigurationConcrete Foundation 10m UndercarriageElementsII1550 HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC ofTowerHook HeightHook HeightTowerConfigurationConcrete Foundation 10m UndercarriageElementsI1630 EC-H HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC ofTowerHook HeightHook HeightTowerConfigurationConcrete Foundation6m UndercarriageSectionsIII0290 HC HC HC HC HC HC HC HC HC HC HC Equipment Co., 290 HCTOP CLIMBING with 290 hc Tower Sections(tied to structure)TIE-IN ASSEMBLY(Plan View)4 x 13'-7" ( ) = 54'-4" ( ) x 13'-7" ( ) = 95'-1" ( ) x 40'-9" ( ) + 3 x 13'-7" ( ) = 81'-6" ( ) x 40'-9" ( ) + 7 x 13'-7" ( ) = 135'-10" ( ) x 13'-7" ( ) = 122'-3" ( ) max.*Tie-InAssembly8'-6" ( ) '-0" ( ) max.

4 *Hydraulic TopClimbing Unit13'-7" '-5" '-7" x 13'-7" ( ) = 122'-3" ( )43'-8" '-3" '-4" '-10" ( )Min. hook positionBOTTOM CLIMBING with 290 hc Tower Sections(inside structure)Hydraulic bottomclimbing unitFOUNDATION DETAILS with 290 hc Base Tower(on concrete slab)281 HC basetower sectionReinforcingsteel each wayFoundationanchors (4)6'-6" '-6" '-2" each wayPlan ViewElevationNOTE! The tie-in assembly shown is an ex-ample of a typical installation. Please note,however, that factors determining the instal-lation of tie-in assemblies may vary due toproject specific criteria. Contact Morrow forinformation regarding dimensions, reactionforces, tie-in locations and slab ! If hook height exceeds 330 ft(100m), the number of tower sections abovethe uppermost tie-in location MUST be re-duced by 1 tower section.*Lower the top climbing unit to the upper-most tie-in prior to operating crane atmaximum hook height.

5 [Site conditionsdependent]Tie-in collarCenterlineof CraneFace ofStructureAnchor shoeTie-inStruts[Site conditionsdependent]Direction of jibwhen climbing. Connection plateby contractorRadius and CapacitiesMorrow Equipment Co., Lineft6070809010411012013014215015817018 0190197213230 RadiusMax Capacity ft22,045 lbs 86 ftlbs 22,045 22,045 22,045 20,955 17,747 16,643 14,958 13,672 12,280 11,495 10,737 9,8339,1058,5348,1357,3196, 000 kg 10 000 10 000 10 000 9 5058 0507 5496 7856 2015 5705 2144 8704 4604 1303 8713 6903 3203 000213 ft22,045 lbs 89 ftlbs 22,045 22,045 22,045 21,922 18,563 17,424 15,675 14,319 12,875 12,067 11,266 10,340 9,5908,9758,5767, 000 kg 10 000 10 000 10 000 9 9438 4207 9037 1106 4955 8405 4745 1104 6904 3504 0713 8903 500197 ft26,455 lbs 79 ftlbs 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 9,4699, 000 kg 12 000 12 000 11 853 10 386 8 8208 2807 4506 8196 1305 7555 3804 9364 5804 2954 100180 ft26,455 lbs 82 ftlbs 26,455 26,455 26.

6 455 23,944 20,305 19,061 17,174 15,712 14,154 13,274 12,412 11,40210, 000 kg 12 000 12 000 12 000 10 861 9 2108 6467 7907 1276 4206 0215 6305 1724 800158 ft26,455 lbs 85 ftlbs 26,455 26,455 26,455 24,987 21,219 19,932 17,957 16,435 14,815 13,90413, 000 kg 12 000 12 000 12 000 11 334 9 6259 0418 1457 4556 7206 3075 900142 ft26,455 lbs 88 ftlbs 26,455 26,455 26,455 25,979 22,068 20,737 18,695 17,12415, 000 kg 12 000 12 000 12 000 11 784 10 010 9 4068 4807 7677 000120 ft26,455 lbs 91 ftlbs 26,455 26,455 26,455 26,455 22,906 21,52219, 000 kg 12 000 12 000 12 000 12 000 10 390 9 7628 800104 ft26,455 lbs 96 ftlbs 26,455 26,455 26,455 26,45524, 000 kg 12 000 12 000 12 000 12 00011 000 Tower Crane Model 290 HC2-Part LineJib Radiusin feet607080901041201301421581701801972132 30in meters ,000 lbs/10 885 kg21,000 lbs/9 525 kg18,000 lbs/8 165 kg15,000 lbs/6 805 kg12,000 lbs/5 445 kg9,000 lbs/4 080 kg6,000 lbs/2 720 kg3,000 lbs/1 360 kg010,580 lbs4 800 kg9,040 lbs4 100 kg7,715 lbs3 500 kg6,615 lbs3 000 kg24,250 lbs11 000 kg2-Part Line19,400 lbs8 800 kg15,430 lbs7 000 kg13,010 lbs5 900 kg26,455 lbs12 000 kg22,045 lbs10 000 kgSPECIFICATIONSM orrow Equipment Co.

7 , kW26 - 52 - 164 - 312 fpm8 - 16 - 50 - 95 m/minSwing (fluid coupling)2 x hp2 x rpmTraveling (fluid coupling)2 x 10 hp2 x kW98 m/minPower RequirementsDrive UnitHorsepowerKilowattsSpeedSpecificatio ns subject to change without prior notice. For additional information, contact Morrow Speed and CapacityMotor Information Tower Crane Model 290 HCNOTE! 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 thatspecified in the data above. To verify, check the serial number of the crane and refer to the Liebherr 290 hc Operation Manual for additional V 3-phase 60 Hz 225 AmperesHoist UnitWiW291RX0402-Part LineGearCapacity Line SpeedCapacityLine Speedup to 26,455 lbs@ 105 fpmup to 12 000 kg @ 32 m/minup to 15,650 lbs@ 200 fpmup to 7 100 kg @ 61 m/minup to 9,260 lbs@ 312 fpmup to 4 200 kg @ 95 m/minup to 4,520 lbs@ 555 fpmup to 2 050 kg @ 169 m/min1234108 hp (80 kW) AC hoist unit4-speed gearboxElectromagnetic gear shiftingEddy current brake3L-275 Atlanta, GA Charlotte, NC Chicago, IL Denver, CO Honolulu, HI Houston, TX Los Angeles, CA Las Vegas, NVMillwood, NY St.

8 Louis, MO San Francisco, CA Seattle, WA Miami, FL Tampa, FL Washington, DCSydney, Australia Wellington, New Zealand Vancouver, BC, Canada Toronto, ON, Canada M xico DF, M xico3218 Pringle Road SE P O Box 3306 Salem, Oregon 97302-0306 USATel. Fax. EquipmentC O M P A N Y, L. L. American home ofComponent List 290 HCPrinted in the - 290HC - 0101 - PDFNOTE: Weights and dimensions are approximate. Scale components before operator s cab, swing motors, slewing ring, ring support and 4 climbing shoes. Two climbing shoes are detachable; deduct 100 lbs (45 kg) each. Dimensions above are withoutdetachable climbing operator s cab and swing slewing ring, ring support and 4 climbing shoes. Two climbing shoes are detachable; deduct 100 lbs (45 kg) each.

9 Dimensions above are without detachable climbing 108 hp (80 kW) hoist unit, electrical panel and handrails. Does not include wire counterjib sections #1, #3, pendant bars and handrails. Counterjib A is required for jibs 158 ft ( ) and counterjib sections #1, #2, #3, pendant bars and handrails. Counterjib B is required for jibs 180 ft ( ) and jib sections, pendant bars, pendant bar connecting pins and plates, trolley drive unit, trolley wire rope and x W x HDimensionsL x W x H L WHWLHWLHWLHWLHL WHL WHWLHWLHWLHWLHWLHWLHWLH WLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHWLHL WHL WHL WHJib Section 39'-0" x 6'-1" x 6'-4"6,950 lbs# x x 3 150 kgJib Section 39'-5" x 5'-4" x 6'-2"4,870 lbs# x x 2 210 kgJib Section 17'-7" x 5'-4" x 6'-2"2,040 lbs# x x kgJib Section 34'-0" x 5'-4" x 6'-1"4,110 lbs# x x 865 kgJib Section 39'-5" x 5'-5" x 6'-1"4,565 lbs# x x 070 kgJib Section 23'-1" x 5'-4" x 6'-1"2,240 lbs# x x 015 kgJib Section 39'-5" x 5'-4" x 6'-1"2,850 lbs# x x 290 kgJib Section 7'-4" x 6'-1" x 6'-10"730 lbs# x x kgJib Assembly 7231'-0" x 6'-1" x 6'-10"32,405 lbs230-ft ( )

10 X x 14 700 kgJib Assembly 7214'-7" x 6'-1" x 6'-10"29,980 lbs213-ft ( ) x x 600 kgJib Assembly 7198'-2" x 6'-1" x 6'-10"27,560 lbs197-ft ( ) x x 500 kgJib Assembly 7181'-9" x 6'-1" x 6'-10"24,690 lbs180-ft ( ) x x 200 kgJib Assembly 7159'-11" x 6'-1" x 6'-10"22,485 lbs158-ft ( ) x x 200 kgJib Assembly 7143'-6" x 6'-1" x 6'-10"21,605 lbs142-ft ( ) x x 800 kgJib Assembly 7121'-8" x 6'-1" x 6'-10"19,400 lbs120-ft ( ) x x 800 kgJib Assembly 7105'-3" x 6'-1" x 6'-10"16,315 lbs104-ft ( ) x x 400 kgTop Climbing Unit27'-6" x 9'-2" x 8'-10"16,535 x x 500 kgHook Block2'-0" x 1'-7" x 3'-9"1,345 x x kgTrolley6'-2" x 6'-0" x 3'-11"835 x x kgTower Top29'-3" x 5'-5" x 6'-1"6,000 x x 720 kgSlewing Assembly20'-7" x 9'-0" x 8'-9"20,300 lbs(Complete) x x 210 kgSlewing Assembly14'-8" x 9'-0" x 8'-9"11,925 lbsUpper Part x x 410 kgSlewing Assembly6'-6" x 9'-0" x 7'-9"8,375 lbsLower Part x x 800 kgHoist Unit with Frame 48'-6" x 15'-10" x 7'-0"17,420 lbs108 hp (80 kW) x x 900 kgCounterjib Section #127'-9" x 5'-10" x 5'-7"4,760 lbs(Inner) x x 160 kgCounterjib Section #217'-2" x 5'-10" x 5'-7"4,000 lbs(Intermediate) x x 815 kgCounterjib Section #327'-7" x 8'-0" x 5'-7"6,200 lbs(Outer)