flat-top tower crane
TRANSCRIPT
Configuration IIwith 200 HC Tower
max. 168 ft (51.3 m) HUHon concrete footing
Configuration IIIwith 200 HC Tower
max. 166 ft (50.7 m) HUHon concrete footing
Configuration Iwith 290 HC Tower
max. 207 ft (63.1 m) HUHon concrete footing
205 ft (62.5 m)
1'-5"0.44 m
1'-5"0.44 m
1'-5"0.44 m
" 2-' 8 5 m
. 2
" 0-' 361 = " 7-' 31 x 217
m. 94 = m41. 4 x 21
" 01-' 531 = " 7-' 31 x 014
m. 14 =
4 m
1. 4 x 01
" 0-' 361 = " 7-' 31 x 21m7. 94 =
4 m
1. 4 x 21
132 HC Climbing sectionwith adapter
290
HC ba
se se
ction
200
HC ba
se se
ction
" 9-' 042
m4. 21
" 01 m62. 0
" 01 m62. 0
" 01 6 m
2. 0
" 0-' 92 m58. 8
290
HC st
anda
rd to
wer s
ectio
ns
200
HC st
anda
rd to
wer s
ectio
ns
200
HC st
anda
rd to
wer s
ectio
ns
132 HC Climbing sectionwith adapter
132 HC Climbing sectionwith adapter
Max hook reach: 205 ft 62.5 mCapacity at max hook reach: 3,530 lbs 1.6 tMaximum capacity: 17,640 lbs 8 t
MEC-MKT-132711/17/20
1
172 EC-B 8Flat-Top Tower Crane
10'2
"3.
1 m
172 EC-B 8
44'-0"13.4 m 3'-4"
1.03 m3'-6"1.06 m
47'-7"14.5 m 205 ft (62.5 m)
197 ft (60.0 m)
189 ft (57.5 m)
180 ft (55.0 m)
172 ft (52.5 m)
164 ft (50.0 m)
156 ft (47.5 m)
148 ft (45.0 m)
139 ft (42.5 m)
131 ft (40.0 m)
123 ft (37.5 m)
115 ft (35.0 m)
107 ft (32.5 m)
98 ft (30.0 m)
88 ft (26.9 m)
80 ft (24.4 m)
210 ft (64 m)Jib tip radius
9'-6
"2.
9 m
IMPORTANT: Please consult crane’s Instruction Manual before erecting, operating, repairing and dismantling crane.
**NOTE: Weights are for completejib assemblies including jib sections,trolley travel gear with rope, trolleyand hook block assembly.Weights are approximate. Scale components before lifting.
NOTES: Jib tip radii are available in the Radius and Capacity chartsin this datasheet.
Counterjib swing radius
5'-1
1"1.
8 m
4,190 lbs (1 900 kg)4,630 lbs (2 100 kg)
LM1LM2
4,410 lbs (2 000 kg)4,850 lbs (2 200 kg)
LM1LM2
3,530 lbs (1 600 kg)3,970 lbs (1 800 kg)
LM1LM2
5,510 lbs (2 500 kg)5,950 lbs (2 700 kg)
LM1LM2
5,840 lbs (2 650 kg)6,280 lbs (2 850 kg)
LM1LM2
6,720 lbs (3 050 kg)7,280 lbs (3 300 kg)
LM1LM2
7,170 lbs (3 250 kg)7,720 lbs (3 500 kg)
LM1LM2
8,050 lbs (3 650 kg)8,600 lbs (3 900 kg)
LM1LM2
8,600 lbs (3 900 kg)9,150 lbs (4 150 kg)
LM1LM2
9,480 lbs (4 300 kg)10,140 lbs (4 600 kg)
LM1
11,020 lbs (5 000 kg) LM1 Only
12,020 lbs (5 450 kg) LM1 Only
10,250 lbs (4 650 kg) LM1 Only
13,120 lbs (5 950 kg) LM1 Only
16,420 lbs (7 450 kg) LM1 Only
14,770 lbs (6 700 kg) LM1 Only
LM2
Jib Erection Weights
Length
Weight**
197 ft (60.0 m)
189 ft (57.5 m)
19,400 lbs
19,320 lbs
8 800 kg
8 765 kg
205 ft (62.5 m) 19,990 lbs 9 065 kg
180 ft (55.0 m)
172 ft (52.5 m)
18,740 lbs
18,000 lbs
8 500 kg
8 165 kg
164 ft (50.0 m)
156 ft (47.5 m)
17,420 lbs
18,000 lbs
7 900 kg
8 165 kg
148 ft (45.0 m)
139 ft (42.5 m)
17,420 lbs
16,680 lbs
7 900 kg
7 565 kg
131 ft (40.0 m)
123 ft (37.5 m)
16,090 lbs
16,020 lbs
7 300 kg
7 265 kg
115 ft (35.0 m)
107 ft (32.5 m)
15,430 lbs
14,690 lbs
7 000 kg
6 665 kg
98 ft (30.0 m)
88 ft (26.9 m)
80 ft (24.4 m)
14,110 lbs
12,930 lbs
12,350 lbs
6 400 kg
5 865 kg
5 600 kg
8'-6"2.6 m
Min. hook position
MEC-MKT-132711/17/20
2
9
172 EC-B 8
Hook Heights
NOTE: Alternate tower combinations possible. * Lower top climbing unit to base of crane prior to operating crane.
Element Type
Configuration I
static concrete footingNo. of TowerSections
rail-travelling undercarriage
feet meters feet meters
19'-8"6 m
40'-9
"12
.42
m16
'-3"
4.95
m
10"
0.26
m
0 290HC BTS 44 13.4 59 18.1
1 290HC STS 58 17.6 73 22.3
2 290HC STS 71 21.7 87 26.4
3 290HC STS 85 25.8 100 30.5
4 290HC STS 98 30.0 114 34.7
5 290HC STS 112 34.1 127 38.8
6 290HC STS 126 38.3 141 43.0
7 290HC STS 139 42.4 155 47.1
8 290HC STS 153 46.5 168 51.3
9 290HC STS 166 50.7 182 55.4
10 290HC STS 180 54.8 195* 59.5*
11 290HC STS 194 * 59.0* — —
12 290HC STS 207* 63.1* — —
290 HCtower sections on290 HCundercarriageor base section
40'-9
"12
.42
m
12'-6"3.8 m11'-6"
3.5 m
ElementType
Configuration II
static concrete footingNo. of TowerSections
rail-travelling undercarriage
feet meters feet meters
19'-8"6 m
16'-3
"4.
95 m
11'-6" 3.5 m
10"
0.26
m
0 200HC BTS 33 9.9 48 14.6
1 200HC STS 46 14.0 61 18.7
2 200HC STS 59 18.1 75 22.8
3 200HC STS 73 22.3 89 27.0
4 200HC STS 87 26.4 102 31.1
5 200HC STS 100 30.6 116 35.3
6 200HC STS 114 34.7 129 39.4
7 200HC STS 128 38.9 143 43.5
8 200HC STS 141 43.0 157 47.7
9 200HC STS 155* 47.1* 170* 51.8*
10 200HC STS 168* 51.3* 184 * 56.0*
200 HCtower sections on200 HCbase section or290 HCundercarriage 29
'-0"
8.85
m
12'-6"3.8 m
29'-0
"8.
85 m
ElementType
Configuration III
static concrete footingNo. of TowerSections
rail-travelling undercarriage
feet meters feet meters
19'-8"6 m
16'-3
"4.
95 m
11'-6" 3.5 m
10"
0.26
m
1 200HC STS 17 5.2 32 9.8
2 200HC STS 30 9.3 46 14.0
3 200HC STS 44 13.4 59 18.1 4 200HC STS 58 17.6 73 22.3 5 200HC STS 71 21.7 87 26.4 6 200HC STS 85 25.9 100 30.5 7 200HC STS 98 30.0 114 34.7 8 200HC STS 112 34.1 127 38.8 9 200HC STS 126 38.3 141 43.0 10 200HC STS 139 42.4 155 47.1 11 200HC STS 153* 46.6* 168* 51.3* 12 200HC STS 166* 50.7* 182 * 55.4*
200 HCtower sections on200 HCtower or290 HCundercarriage
13'-7
"4.
14 m
12'-6"3.8 m
13'-7
"4.
14 m
200 HC or 290 HC Towerconcrete footing
290 HC or 200 HCbase sectionReinforcing steel each way
Foundation anchors (4)
6'-6"1.98 m
6'-6
"1.
98 m
Reinforcing steel each way
290 HCrail-travelling undercarriage
Minimumclearance
9'-2"
2.8m 19'-8"
6 m
Minimumclearance
Railgauge
16'-3
"4.
95m
19'-8
"6
m
12'-6"3.8 m
11'-6" 3.5 m
MEC-MKT-132711/17/20
3
172 EC-B 8
Radius and Capacities
LM1
LM1
Standard mode
197 20560.0
4,1901 900
4,4302 010
2 650
3 250
3 900
4 650
5 450
6 700
2 000
62.5
1 600
180 189 55.0
4,7202 140
5,0002 270
5,5102 500
5,8402 650
6,6403 010
7,6103 450
8,8204 000
10,4104 720
57.5
164 172 50.0
5,3402 420
5,7102 590
6,2202 820
6,7203 050
7,1603 250
52.5
148 156 45.0
6,1102 770
6,5702 980
7,0803 210
7,6503 470
7,0803 210
6,6103 000
6,220 5,8402 820
8,1803 710
9,4804 300
11,1805 070
7,650 7,1603 470
8,0503 650
47.5
ft
m
lbs/ kg 17,640/ 8 000
15,430/ 7 000
13,230/ 6 000
11,020/ 5 000
8,820/ 4 000
6,610/ 3 000
4,410/ 2 000
2,200/ 1 000
0
MEC-MKT-132711/17/20
4
HookRadius
197 ft60.0 m
205 ft 21062.5 m 64.0
19459.0
17754.0
16149.0
14444.0
12839.0
11234.0
180 ft55.0 m
189 ft57.5 m
164 ft50.0 m
172 ft52.5 m
148 ft45.0 m
156 ft47.5 m
80 ft24.4 m
88 ft26.9 m
98 ft30.0 m
107 ft32.5 m
115 ft35.0 m
123 ft37.5 m
131 ft40.0 m
139 ft42.5 m
Tip Radius
20261.5
18556.5
16951.5
15346.5
8525.9
9328.4
10331.5
12036.5
13641.5
2-Part LineMax Capacity – Radius
17,640 lbs – 58 ft8 000 kg – 17.9 m
17,640 lbs – 54 ft8 000 kg – 16.5 m
17,640 lbs – 59 ft8 000 kg – 17.8 m
17,640 lbs – 66 ft8 000 kg – 20.2 m
17,640 lbs – 70 ft8 000 kg – 21.5 m
17,640 lbs – 66 ft8 000 kg – 20.2 m
17,640 lbs – 70 ft8 000 kg – 21.5 m
17,640 lbs – 73 ft8 000 kg – 22.5 m
17,640 lbs – 73 ft8 000 kg – 22.4 m
17,640 lbs – 75 ft8 000 kg – 23.0 m
17,640 lbs – 75 ft8 000 kg – 22.9 m
17,640 lbs – 74 ft8 000 kg – 22.8 m
17,640 lbs – 74 ft8 000 kg – 22.8 m
17,640 lbs – 75 ft8 000 kg – 22.9 m
17,640 lbs – 75 ft8 000 kg – 22.9 m
17,640 lbs – 75 ft8 000 kg – 23.0 m
ftm
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
595218.0
17,5707 970
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
16.0
17,640
17,640 16,070
17,640
17,640
17,640
17,640
17,640
17,640
17,640
8 000
8 00017,4607 920
14,7706 700
12,5005 670
11,2005 080
8 00017,6408 000
8 000
8 000
8 000
8 000
8 000
8 000 7 29013,5806 160
11,4905 210
10,2704 660
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
6921.0
14,8606 740
16,9307 680
16,9107 670
14,3506 510
12,8805 840
11,4005 170
10,4104 720
9,5504 330
8,9504 060
8,1603 700
7,5803 440
17,6408 000
17,6408 000
15,4106 990
13,8206 270
12,5605 560
11,2005 080
10,2704 660
9,5004 310
8,8003 990
8,2003 720
17,6408 000
16,1207 310
14,4606 560
12,8305 820
11,7305 320
10,7804 890
9,9404 510
9,240 8,6004 190
17,6408 000
17,6408 000
17,640 14,7707 460
16,4508 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
7924.0
12,5705 700
14,3706 520
15,3906 980
16,1407 320
16,4207 450
16,4707 470
16,4707 470
16,5607 510
14,8806 750
13,2105 990
12,0605 470
11,090 10,2505 030
16,5107 490
8927.0
11,2705 110
12,9005 850
13,8206 270
14,4806 570
14,7906 710
14,7906 710
14,8406 730
98 107 12130.0
9,9404 510
9,0604 110
8,2503 740
7,5403 420
6,9403 150
6,3902 900
5,9302 690
5,5102 500
5,1402 330
4,8102 180
4,5002 040
4,2301 920
3,9701 800
3,750 3,5301 700
9,9004 490
9,0204 090
8,2503 740
7,6103 450
7,0303 190
6,6103 000
6,0802 760
5,6702 570
5,3102 410
5,0502 290
4,670 4,4102 120
11,4005 170
12,2405 550
12,8305 820
11,7305 320
13,1205 950
13,1205 950
13,1605 970
12,0105 450
32.511535.0
8,3103 770
9,0604 110
9,5504 330
10,2704 660
10,7804 890
9,9604 520
11,020
12,0105 960
13,1406 730
14,8407 480
16,490
5 00011,9905 440
11,0505 010
10,2104 630
37.0131 139 40.0
7,0803 210
7,6503 470
8,1603 700
8,8003 990
9,2604 200
8,6203 910
9,4804 300
42.5
16,420 / 7 450
3,5301 600
5,5102 500
8,0503 650
9,4804 300
11,0205 000
13,1205 950
80 98 115 131 148 164 180 20524.4 30.0 35.0 40.0 45.0 50.0 55.0 62.5
6,7203 050
172 EC-B 8
LM2Heavy lift mode
IMPORTANT: Litronic cranes are equipped with Liebherr's state of the art PLC system that provides precise monitoring, control and coordi-nation of all cranes functions. This feature also permits a load increase in the heavy lift mode (LM2 ). Contact Morrow for more information regarding the many features of the 172 EC-B 8 Litronic tower crane.
197 20560.0
4,630
3,970
4,850
2 1004,8902 220
1 8004,2101 910
4,4502 020
4,7202 140
5,0302 280
5,3602 430
5,7302 600
6,1302 780
6,5902 990
7,0503 220
7,7803 530
8,3303 780
2 2005,1402 330
5,4702 480
2 850
3 500
4 150
62.557.5
180 18955.0
5,2002 360
5,5102 500
5,950
6,2803 0306,680
3 2307,120
3 4407,580
3 6908,140
3 9608,730
4 3409,570
2 7006,3102 860
52.5
5,8202 640
6,1902 810
6,6403 010
7,1203 230
7,6703 480
8,4003 810
8,9704 070
164 17250.0
5,8602 660
6,2602 840
6,7003 040
7,1403 240
7,280
7,7203 7308,220
4 0008,820
4 2909,460
3 3007,7403 510
47.5
148 15645.0
6,7003 040
7,6303 460
8,2703 750
8,6003 900
42.5
7,1803 260
8,2703 750
8,8404 010
9,1904 170
Hook Radius
197 ft60.0 m
205 ft62.5 m
180 ft55.0 m
189 ft57.5 m
164 ft50.0 m
172 ft52.5 m
148 ft45.0 m
156 ft47.5 m
131 ft40.0 m
139 ft42.5 m
Tip Radius
20261.5
19459.0
21064.0
18556.5
17754.0
16149.0
16951.5
15346.5
14444.0
13641.5
2-Part Line Max Capacity – Radius
17,640 lbs – 63 ft8 000 kg – 19.3 m
17,640 lbs – 63 ft8 000 kg – 19.3 m
17,640 lbs – 59 ft8 000 kg – 17.9 m
17,640 lbs – 71 ft8 000 kg – 21.5 m
17,640 lbs – 70 ft8 000 kg – 21.4 m
17,640 lbs – 76 ft8 000 kg – 23.0 m17,640 lbs – 75 ft8 000 kg – 22.9 m
17,640 lbs – 78 ft8 000 kg – 23.8 m
17,640 lbs – 77 ft8 000 kg – 23.6 m
17,640 lbs – 80 ft8 000 kg – 24.3 m
ftm
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
lbskg
595218.0
17,6408 000
17,6408 000
15,9607 240
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
16.0
17,6408 000
17,6408 000
17,5907 980
14,8806 750
12,8305 820
11,2405 100
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
6921.0
16,0907 300
17,6408 00017,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
17,6408 000
7924.0
13,9106 310
13,7806 250
15,6307 09015,5607 060
16,8207 63016,7807 610
17,4607 920
17,3707 880
17,6408 000
89 27.0
12,1905 530
12,0805 480
13,7306 23013,6906 210
14,7906 71014,7506 690
15,3406 960
15,2806 930
15,7607 150
98 30.0
10,8204 910
10,7404 870
12,2105 54012,1705 520
10,2104 630
13,1605 97013,1205 950
11,0205 000
10,3404 690
13,6706 200
13,600 9,1504 4509,810
4 87010,740
5 19011,440
6 170
14,0206 360
115 121 35.0
9,0604 110
8,4903 850
9,9604 520
10,2504 650
11,0705 020
10,3804 710
11,5105 220
11,8205 360
11,0905 030
131 13940.0
7,7403 510
8,7703 980
9,6104 360
9,4804 300
9,8804 480
10,8004 900
10,1404 600
37.0
lbs/ kg 17,640/8 000 15,430/7 000 13,230/6 000
11,020/5 000
8,820/ 4 000
6,610/ 3 000 4,410/ 2 000
2,200/1 000
0
MEC-MKT-132711/17/20
5
131 148 164 180 20540.0 45.0 50.0 55.0 62.5
LM210,1404 600 8,600
3 900 7,2803 300 5,950
2 700 3,9701 800
172 EC-B 8
Alternate 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.
IMPORTANT: Configurations shown on this pageare for illustrative purposes only. Actual configurationdependent on job site specific criteria. See instructionmanual or contact MORROW for information.
Connection platesby contractorFace of structure
Anchor shoe (2)
Tie-in struts (3)
Tie-in collar
Hydraulic top climbing unit
Tie-in collar assembly (typ.)
Structure
Hydraulic bottom climbing unit
MEC-MKT-132711/17/20
6
172 EC-B 8
Drive Unit Horsepower Kilowatts Speed
Hoist Speed and Capacity
Motor Information
Counterweight
1
Hoist Unit WiW 260 MZ 419 2-Part Line
Speed Capacity Line Speed Capacity Line Speed 60 hp (45 kW) AC hoist unit
Variable frequency drive 1-speed planetary gearbox 4L113
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 172 EC-B 8 instruction manual for additional information.
LM1
Trolley (VFD) 7.4 hp 5.5 kW 0 - 328 fpm 0 - 100 m/min
Swing (VFD) 10 hp 7.5 kW 0.8 rpm
Traveling (290 HC) 2 x 10 hp 2 x 7.5 kW 82 fpm 25 m/min
Jib
Block Arrangement
Weight
197 ft (60.0 m) A A A A A A B 36,600 lbs 16 600 kg
189 ft (57.5 m) A A A A A A B 36,600 lbs 16 600 kg
205 ft (62.5 m) A A A A A A A 38,580 lbs 17 500 kg
180 ft (55.0 m)
A
A
A
A
A
A E
34,280 lbs
15 550 kg
172 ft (52.5 m) A A A A A B E 32,300 lbs 14 650 kg
164 ft (50.0 m)
A
A
A
A
B
B
E
30,310 lbs
13 750 kg
148 ft (45.0 m)
A
A
A
A
B
B
E
30,310 lbs
13 750 kg
131 ft (40.0 m)
A
A
A
A
B
E
156 ft (47.5 m) A A A A A B E 32,300 lbs 14 650 kg
26,790 lbs
12 150 kg
123 ft (37.5 m) A A A A B E 26,790 lbs 12 150 kg
115 ft (35.0 m)
A
A
A A
E
E
24,470 lbs
11 100 kg
107 ft (32.5 m) A A A A E 23,260 lbs 10 550 kg
98 ft (30.0 m) A
A
A B
E
139 ft (42.5 m) A A A A A E 28,770 lbs 13 050 kg
21,270 lbs
9 650 kg
88 ft (26.9 m) A A A E E 18,960 lbs 8 600 kg
80 ft (24.4 m)
A A
A
16,530 lbs
7 500 kg
A block = 5,510 lbs (2 500 kg); B block = 3,530 lbs (1 600 kg), and E block = 1,210 lbs (550 kg).
NOTE: VFD = variable frequency drive.
up to 17,640 lbs @ 0 - 95 fpm up to 8 000 kg @ 0 - 29 m/min up to 1,410 lbs @ 0 - 574 fpm up to 640 kg @ 0 - 175 m/min
40'-9
"12
.42
m
29'-0
"8.
85 m
13'-7
"4.
14m
4'-4
"1.
32 m
4'-4
"1.
32 m
4'-4
"1.
32 m
33'-5
"10
.19
m
17'-1
1"5.
46 m
45'-1
"13
.74
m
BASE ASSEMBLYInstallation weights
290 HC Base Sectionplus Anchors (4x)
Total wt.: 19,780 lbs8 970 kg
200 HC Base Sectionplus Anchors (4x)
Total wt.: 11,110 lbs 5 040 kg
200 HC Tower Sectionplus Anchors (4x)
Total wt.: 6,790 lbs 3 080 kg
MEC-MKT-132711/17/20
7
@MorrowEquipment:[email protected](503) 585 – 5721
172 EC-B 8
Component List
Power Requirements
NOTE: Weights and dimensions are approximate. Scale components before lifting.
1 Slewing gear with slewing ring support (11,700 lbs), switchbox cabinet (2,700 lbs) and cabin with platform (2,800 lbs).2 Counterjib complete includes counterjib parts one and two, hoist gear, pendent bar and guard rails. Counterjib can be broken into 2 parts for shipment via container. 3 Jib butt section complete includes jib section, trolley travel gear with rope and hook assembly.
Description Wt. Description Wt.DimensionsL x W x H
DimensionsL x W x H
Slewing Assembly 18'-1" x 7'-7" x 8'-3" 17,090 lbs
(Complete) 1 5.52 m x 2.32 m x 2.52 m 7 750 kg
Counterjib 44'-4" x 9'-4" x 5'-10" 15,430 lbs
(Compl) 2 13.50 m x 2.85 m x 1.77 m 7 000 kg
Climbing Section 10'-5" x 9'-3" x 8'-11" 5,840 lbs
(132 HC with 200/290 HC adapter) 3.18 m x 2.82 m x 2.72 m 2 650 kg
Base Tower Section 29'-0" x 7'-7" x 7'-7" 8,960 lbs
200 HC
611
621
622
631
632
633
634
641
8.85 m x 2.30 m x 2.30 m 4 065 kg
Base Tower Section 40'-9" x 7'-7" x 7'-7" 17,500 lbs
290 HC 12.42 m x 2.30 m x 2.30 m 7 940 kg
Long Tower Section 40'-9" x 7'-7" x 7'-7" 12,720 lbs
290 HC 12.42 m x 2.30 m x 2.30 m 5 770 kg
Standard Tower Section 13'-7" x 7'-7" x 7'-7" 4,520 lbs
200 HC 4.14 m x 2.30 m x 2.30 m 2 050 kg
Standard Tower Section 13'-7" x 7'-7" x 7'-7" 5,070 lbs
290 HC 4.14 m x 2.30 m x 2.30 m 2 300 kg
Top Climbing Unit 27'-6" x 8'-10" x 9'-11" 11,460 lbs
290 HC 8.39 m x 2.68 m x 3.04 m 5 200 kg
Top Climbing Unit 7'-7" x 4'-1" x 3'-3" 2,540 lbs
Hydraulic unit/Cross members 2.30 m x 1.25 m x 1.00 m 1 150 kg
Specifications are subject to change without prior notice. Drawings shown in this datasheet are for illustrative purposes only. Refer to the 172 EC-B 8 Litronic Instruction Manual.For additional information, contact MORROW. All rights are reserved.
Jib Butt Section 3 39'-2" x 4'-11" x 8'-2" 8,050 lbs
11.95 m x 1.49 m x 2.50 m 3 650 kg
Jib Intermediate Section 19'-2" x 3'-11" x 7'-6" 1,980 lbs
5.84 m x 1.20 m x 2.28 m 900 kg
Jib IntermediateSection
Jib IntermediateSection
Jib IntermediateSection
39'-1" x 3'-11" x 7'-5" 3,480 lbs
11.92 m x 1.20 m x 2.27 m 1 580 kg
Jib Intermediate Section 17'-1" x 3'-11" x 5'-5"
8'-9" x 3'-11" x 5'-5"
1,300 lbs
5.21 m x 1.20 m x 1.65 m 590 kg
584 lbs
265 kg
33'-6" x 3'-11" x 5'-5" 2,030 lbs
10.20 m x 1.20 m x 1.65 m
2.72 m x 1.20 m x 1.69 m
920 kg
33'-6" x 3'-11" x 5'-5" 1,370 lbs
10.20 m x 1.20 m x 1.65 m 620 kg
Jib Intermediate Section 17'-0" x 3'-11" x 5'-5" 660 lbs
5.17 m x 1.20 m x 1.65 m 300 kg
Jib Tip Section 4'-11" x 4'-6" x 6'-1" 350 lbs
1.48 m x 1.36 m x 1.86 m 160 kg
Foundation Anchor (each) 4'-4" x 1'-2" x 1'-2" 510 lbs
21HC290FAr 1.32 m x 0.35 m x 0.35 m 230 kg
Power supply: 3-phase 480 V, 60 Hz; 3-wire plus ground; no Neutral.480 V phase-phase, 277 V each phase to ground with 120° phase shift between phases.Service size: 125 Amperes
NOTES: 1. For electric power provided by an electric utility, do not use open Delta transformers.2. For electric power provided by a generator, the minimum generator size required is 100kW. Verify the generator provided is suitable for use with variable frequency drives (VFDs). A properly sized generator is critical to the safe operation of the crane.
Specifications are subject to change without prior notice. Drawings shown in this datasheet are for illustrative purposes only. Refer to the 172 EC-B 8 Litronic Instruction Manual. For additional information, contact MORROW. All rights are reserved.
639
Jib Intermediate Section
8
MEC-MKT-1327 11/17/20