DEMAG AC1600 650 TON - CraneDude · 500’) 1,102,000 lb 2x13 2X21 19,000 lb - 320 688,000 lb 13 26...
21
Truck-Type-Carrier: Frame: Outriggers: Engine: Transmission: Axles: Wheels and Tyres: Steering: Brakes: Electrical Equipment: Cab: Engine: Hydraulic System: Hoist 1: Hoist 2: Slewing: Boom Elevation: Control: Cab: Boom: Counterweight: Safety Devices: Carrier Make: Demag, Drive/Steering: 18 x 8 x 18. Specially designed main frame, fabricated from high-grade close-grain structural steel, with central pot for outrigger fixing. Four hydraulically operated outriggers with telescopic beams and jack legs, outrigger jack for load handling throughout 360° circle. Daimler-Benz OM 443 LA water-cooled 10 cylinder Diesel Engine. Output: 594 hp. Fuel-Tank Capacity: 130 gallons. ‘ZF-transmatic. All axles are sprung and steered Axles: 2 th, 4 th, 8 th, 9 th. 18 disk-type wheels with 14.0-25 rims and single 17.5- R 25 tyre.% plus one spare. Dual-circuit semibloc mechanical steering with hydraulic booster. to EC standards. 24-volt system and lights to German Highway Code. Rubber-mounted low-line three-man steel cab. Superstructure Daimler-Benz OM 447 A water-cooled 6-cylinder Diesel Engine. Output: 303 hp. Fuel-Tank Capacity: 70 gallons. 4 variable-displacement axial-piston pumps with automatic power control and 1 fixed-dis- placement tandem pump (enable the operator to engage fou motions at the same time). 1 fixed-displacement pump for the low-pressure control circuits. Variable-displacement axial-piston hydraulic motor with planetary raduction and spring- Ioaded multiple-disk brake in hoist drum, hoist rope. Variable-displacement axial-piston hydraulic motor with planetary reduction and spring-ioa- ded multiple-disk brake in hoist drum, hoist rope. Axial-piston hydraulic motor with planetary reduction integral. Foot-pedal operated service * brake and spring-loaded holding brake. Two hydraulic cylinders with pilot-controlled braking valve for lowering. Self-centering levers control all crane motions through servo valves and hydraulic power. Comfortable all-steel cab with sliding door, roof window, large folding-out front window, hot-air heating and ventilation system. The cab is hydraulically tiltable to an angle ov 15°. Four-section power-telescoping boom, fabricated from high-grade close-grain structural steel, featuring the familiar DEMAG .ovaloidq design of rectangular box members with rounded-off corners. Each center section slides on diagonally self-centering plastic shoes. Boom head with mounting lugs for fixed and luffing fly jib. 216,000 lb, to be divided. Standard equipment are: electronic overload cut-out (load-moment limiting device) with digi- tal read-out for hook load, rated load, boom length, boom angle, load radius; monitoring devi- ces to assist in trouble shooting; analog display to indicate the capacity utilization; limit swit- ches on hoist and lowering motions; pressure-relief and safety holding valves. Superlifi Attachment: Optional Equipment The Superliff attachment is a simple means to increase the lifting capacity of the normal crane. It essentially consists of a boom-suspension mast with guy ropes, which provides for an automatic rope- length adjustment for boom telescoping, and a 93,000 lb Superlift coun- terweight. The suspension mast is lowered to the main boom when not needed, or for road transport. No auxiliary crane is required to mount or remove the counterweights. Fixed Fly Jib: Non-telescoping, non-folding fixed fly jib of 26-223 ft length, using components of the luffing fly jib (angular adjustment to 0° and 200). Luffing Fly Jib: 59-295 ft length, with luffing mast, guy ropes, electrical equipment, and safety devices (the 2nd hoist unit is necessary to use the luffing fly jib). Additional Counterweight: 93,000 lb, to be integrated in the standard counterweight, assembling and disassembling without additional crane. Additional Outrigger: For special duties on main boom 52 ft, Heavy-Duty-Attachment: Additional reeving possibility at the boom head for duties more than 688,000 lb. Additional Weight: When working with 59 ft luffing fly jib, an additional weight on the fly jib head is required. 22 AC 1600
Transcript of DEMAG AC1600 650 TON - CraneDude · 500’) 1,102,000 lb 2x13 2X21 19,000 lb - 320 688,000 lb 13 26...
Truck-Type-Carrier:
Frame:
Outriggers:
Engine:
Transmission:
Axles:
Wheels and Tyres:
Steering:
Brakes:Electrical Equipment:
Cab:
Engine:
Hydraulic System:
Hoist 1:
Hoist 2:
Slewing:
Boom Elevation:
Control:
Cab:
Boom:
Counterweight:
Safety Devices:
CarrierMake: Demag, Drive/Steering: 18 x 8 x 18.
Specially designed main frame, fabricated from high-grade close-grain structural steel, withcentral pot for outrigger fixing.Four hydraulically operated outriggers with telescopic beams and jack legs, outrigger jack forload handling throughout 360° circle.
Daimler-Benz OM 443 LA water-cooled 10 cylinder Diesel Engine. Output: 594 hp. Fuel-TankCapacity: 130 gallons.
‘ZF-transmatic.
All axles are sprung and steered Axles: 2 th, 4 th, 8 th, 9 th.
18 disk-type wheels with 14.0-25 rims and single 17.5- R 25 tyre.% plus one spare.
Dual-circuit semibloc mechanical steering with hydraulic booster.
to EC standards.24-volt system and lights to German Highway Code.
Rubber-mounted low-line three-man steel cab.
SuperstructureDaimler-Benz OM 447 A water-cooled 6-cylinder Diesel Engine. Output: 303 hp. Fuel-TankCapacity: 70 gallons.
4 variable-displacement axial-piston pumps with automatic power control and 1 fixed-dis-placement tandem pump (enable the operator to engage fou motions at the same time). 1fixed-displacement pump for the low-pressure control circuits.
Variable-displacement axial-piston hydraulic motor with planetary raduction and spring-Ioaded multiple-disk brake in hoist drum, hoist rope.
Variable-displacement axial-piston hydraulic motor with planetary reduction and spring-ioa-ded multiple-disk brake in hoist drum, hoist rope.
Axial-piston hydraulic motor with planetary reduction integral. Foot-pedal operated service *
brake and spring-loaded holding brake.
Two hydraulic cylinders with pilot-controlled braking valve for lowering.
Self-centering levers control all crane motions through servo valves and hydraulic power.
Comfortable all-steel cab with sliding door, roof window, large folding-out front window, hot-airheating and ventilation system. The cab is hydraulically tiltable to an angle ov 15°.Four-section power-telescoping boom, fabricated from high-grade close-grain structural steel,featuring the familiar DEMAG .ovaloidq design of rectangular box members with rounded-offcorners. Each center section slides on diagonally self-centering plastic shoes. Boom headwith mounting lugs for fixed and luffing fly jib.
216,000 lb, to be divided.
Standard equipment are: electronic overload cut-out (load-moment limiting device) with digi-tal read-out for hook load, rated load, boom length, boom angle, load radius; monitoring devi-ces to assist in trouble shooting; analog display to indicate the capacity utilization; limit swit-ches on hoist and lowering motions; pressure-relief and safety holding valves.
Superlifi Attachment:
Optional EquipmentThe Superliff attachment is a simple means to increase the lifting capacity of the normalcrane. It essentially consists of a boom-suspension mast with guy ropes, which provides foran automatic rope- length adjustment for boom telescoping, and a 93,000 lb Superlift coun-terweight. The suspension mast is lowered to the main boom when not needed, or for roadtransport. No auxiliary crane is required to mount or remove the counterweights.
Fixed Fly Jib: Non-telescoping, non-folding fixed fly jib of 26-223 ft length, using components of theluffing fly jib (angular adjustment to 0° and 200).
Luffing Fly Jib: 59-295 ft length, with luffing mast, guy ropes, electrical equipment, and safety devices (the2nd hoist unit is necessary to use the luffing fly jib).
Additional Counterweight: 93,000 lb, to be integrated in the standard counterweight, assembling and disassemblingwithout additional crane.
Additional Outrigger: For special duties on main boom 52 ft,
Heavy-Duty-Attachment: Additional reeving possibility at the boom head for duties more than 688,000 lb.
Additional Weight: When working with 59 ft luffing fly jib, an additional weight on the fly jib head is required.
22 AC 1600
Dimensions
b
*
’2’7 2“’”-
p’lo’+4’ll’’&,T&-
- 6’9“
617~411~84)l;Il~’:,I~4sII~sI ,
40’~ 1“’”’’--4‘8’10” ~
68’2“
2 AC 1600
Dimensions
C,‘.* .‘.. ,
,..
i-,
24’”-
=+%=’’--- ,~/ lb’ I u=
( + ) ,,).,q
I —
~~ L----l ~ . r---ii----------- - --------
~-
L_____ ,,
- ...
— “’””<—
u““) Duties with reduced outrigger base upon request
AC 1600 3
— —— —..—— ——. -
Specifications
Axle Loads and Weights
Crane with Main Boom, outriggers and Hook BlockAxlesTotal Weight
Units Line Speed Rope Pull, Single Line Length of Hoist Rope
Main Hoist max. 426 ft/min 27,000 lb 1,476 ff
Secondary Hoist max. 426 ft/min 27,000 lb 1,804 ft
Swing max. 1.0 rpm
Telescoping speed 52 ft-164ft:180s
Boom elevation -2°- +82°: 120 s :..
Carrier Performance
Travel speeds 0..40 mph
Hook-BlocWCrane Hook
Type Capacity Number of Sheaves Number of Lines Weight “D”
500’) 1,102,000 lb 2x13 2X21 19,000 lb -
320 688,000 lb 13 26 8,000 lb 10’
200 397,000 lb 7 15 6,000 lb 10’
8
,-, “
100 185,000 lb 3 7 4,000 lb 10’
40 79,000 lb 1 3 2,600 lb 9’
~:
12.5 26.000 lb Crane Hook 1 2,200 lb 7’
1) with heavy-duty attachment
#\.
AC 1600
Working ranges main boom
r?“--
247
230
213
197
180
164
i 4a
131
115
98
62
66
49
33
17
n
----=--
—
‘\~—————\\
i--- \\\
\\
\\\
164ft
148n
132ft
l16fl
Iooft
84 R
68 fi
52 fi
148 131 115 98 82 66 49 33 !7 o
AC 1600 5
-:-. ,,:~-;:-~c~-,d,-- ------..:.. %.2’> >:ii’iux<kxari?o <-2.$3kiixu’swl’i=siat:d%’.ww ~J.. - ., W.,” J<b. . . .. . . . . :-. , ,.L, .>:”. *..-. . .. =S
Lifting capacities main boom with Superlift
309,000 lb n .! 360° 85 0/0
Main boom
Radius 52.0 tt” 52,0 ft 68.0 n 84.0 ft 100,0 ft 116.0 ft 132.0 ft 148.0 ft 164.0 ft
A A A A A
ft 1,000 lb
10 1300.02)
10 1086.0””1) 737,0!) -
11 987.0””1} 733.OIJ 661.0 -
13 831.011 689.01~ 661.0 -
15 742.01) 640.0 638.0 595.0 -
16 703.01) 617.0 617.0 595.0 440.0 -
19 607.0 557.0 556.0 555.0 440.0 374,0 -
23 504.0 493.0 488.0 493.0 438.0 374.0 308.0 -
26 453.0 453.0 450.0 453.0 420.0 374.0 308.0 242,0 -
29 418.0 418.0 416.0 420.0 402.0 365,0 308,0 242.0 198.0
33 377.0 377.0 375.0 377,0 377.0 347.0 308.0 242.0 198.0
39 ~ ~ 329.0 331.0 335.0 325.0 296.0 238.0 197.5
46 286.0 288.0 290.0 284.0 273.0 226.0 187,5
52 243.0 256.0 260.0 253.0 250.0 212.0 177.0
59 ~ 222.0 227.0 222.0 222.0 197.5 164.5
65 194.5 204.0 202.0 202.0 182.5 153.5
72 ~ 182.0 180,0 181.0 165.0 141.0
79 158.0 161.0 162.5 152.0 131.0
85 ~ 145.0 149.0 143.5 122.5
92 126.0 134.0 131.0 112.5
98 108.0 121.5 122.5 106.0
105 QIJJ 107.0 112.5 98.5
111 93.5 105,5 94.5
118 ~ 94.0 89.0
124 83.0 82.5
131 g_iQ 77.5
138 71.5
1 Ad 61.5
151 m
Boom extension seciuence 010
Tele 1 0 0 43 43 43 86 86 86 100
Tele 2 0 0 0 43 43 43 86 86 100
Tele 3 0 0 0 0 43 43 43 86 100
“ with add. outrigger ““ 2 x 10“ over rear or over side A without SL-suspension 11with heavy-duty attachment
a
6
2) static test load only
AC 1600
., .-. —.=‘.,.:; ......
Lifting capacities main boom with Superlift
216,000 lb - a- 360° 85 0/0
Main boom
Radius 52.0 ft 68.0 ft 84.0 ft 100.0 n 116.Oft 132,0 ft 148.0 ft 164.0 ft
A A A A
ft 1.000 lb
10 .
10 726.01)
11 722.01) 661.0
13 678,011 661.0
15 629.0 625.0 595.0
16 608.0 6030 595.0
19 550.0
----- 440.0
I 54&o 549.0 440.0 374.0 -
23 486.0 484.0 484.0 438.0 374,0 308.0 -26 446,0 444.0 446.0 420.0 374.0 308.0 242.0 -
29 413.0 411.0 411.0 402.0 365.0 308.0 242.0 198.0
72 ~ 159.0 156.0 157.0 160.0 141.0
79 137.0 134.0 135.0 136.0 131.0
85 J&’JJ 118.5 120.0 122.5 122,5
92 104.0 105.0 108.0 108.5
98 94.0 94.5 97.0 98.0
105 81.0 64.0 87.0 87.5—111 77.0 79.0 79.5
118 && 71.5 71.5
124 65.5 66.0
131 y),g 60.0
138 54,7
144 505
151 46.0
Boom extension sequence ‘%
Tele 1 0 43 43 43 86 66 66 100
Tele 2 0 0 43 43 43 86 86 100
Tele 3 0 0 0 43 43 43 86 100
A without SL-suspension 1) with heavy-duty attachment
..-\, .,.w
AC 1600 7
r I
216,000 lb ~ .-. 360° 85 0/0
Main boom
Radius 52.0 ft 68.0 n 84.0 ft 100.0 ft 116. Oft 132,0 ft 148.0 ft 164,0 ti
ft 1,000 lb
10 726.01)
11 722.0 ‘) 661.0
13 678.01) 661.0
15 629.0 625,0 595.0
16 608.0 603.0 595.0 440.0
19 550.0 548.0 - 549.0 440.0 363.0
23 486.0 484.0 484.0 438.0 363.0 297.0
26 446.0 444,0 446.0 420.0 339.0 293,0 231.0
29 413.0 411.0 411.0 402.0 313.0 274.0 231.0 198.0
33 375.0 373.0 373.0 375.0 283.0 252.0 219.0 197.5
39 ~ 320.0 322.0 324.0 249.0 220.0 198.5 181.5
46 268.0 268.0 270.0 213.0 192.5 178,5 162.0
52 236.0 236.0 238.0 190.0 173.0 159.0 146.0
59 ~ 206.0 208.0 169.0 152.5 143.5 131.5
65 I 82.5 186.5 154.0 140.0 130.5 121.0
72 ~ 159.0 134.5 124.5 120.0 108.5
79 137.0 121.5 112.5 110.0 98.0
85 ~ 111.0 103.5 101.5 92,0
92 101.0 94.0 93.5 84.5
98 94.5 89.5 87.5 78.0
105 & 82.0 80.0 72.5
111 75.5 75.5 68.5
118 ~ 68.0 63.5
124 63.5 59.3
131 ~ 54.1
138 51.6
144 47.2
151 fizJ
Boom extension sequence %
Tele 1 0 43 43 43 86 86 66 100
Tele 2 0 0 43 43 43 86 86 100
Tele 3 0 0 0 43 43 43 86 100
V with heavy-duty attachment
AC 1600
Lifting capacities main boom
C2
126,000 lb ~ -. 360° 85 0/0
Main boom
Radius 52.0 ft 68.0 fi 84.0 ft 100.0 n 116.Oft 132.0 ft 148.0 ft 164,0 ft
ft 1,000 lb
10 705.0 1) -
11 702.01) 639.0
13 658.0 @39.o -
15 610.0 610.0 573.0
16 590.0 588.0 573.0 440.0
19 534.0 532.0 531.0 440.0 363.0
23 471,0 469.0 471.0 438.0 363.0 297.0
26 435.0 432.0 435.0 420.0 339.0 293.0 231.0
29 395.0 391.0 395.0 394.0 313.0 274.0 231.0 198.0
33 346.0 342.0 344.0 346.0 283.0 252.0 219.0 197.5
39 &J,Q 287.0 289.0 292.0 249.0 220.0 198.5 181,5
46 224.0 228.0 233.0 213.0 192.5 178.5 162.0
52 m m m 163.0 173.0 159,0 146.5
59 142.5 144.0 149.0 1460 147.0- 143.5 131.5
65 - 12040 124,5 121.5 122,5 125.5 121.072 - 99.0 103.0 100.0 yll,g 104.0 104.5
79 87.0 84.0 85.0 Q6Q 88.5
85 76.5 73.0 74.0 77.0 ~
92 63.0 63.5 66.0 66.5
98 55.8 56.2 56.9 59.3105 48.4 48.7 51.5 51.8111 43.0 45.7 45.9
118 37.7 39.9 40.0
124 35.7 35.9
131 31.6 31.4
138 27.6
144 7A 6
151 21.7
Boom extension sequence %
Tele 1 0 43 43 43 86 86 86 100
Tele 2 0 0 43 43 43 86 86 100
Tele 3 0 0 0 43 43 43 86 100
1)with heavy-duty attachment
AC 1600 9
I
82.000 lb ~ .-a 360° 85 ‘/0
Main boom
Radius 52.0 ft 68.0 ft 84.0 ft 100.0 ft 116. Oft 132.0 ft 148.0 II 164.0 R
tt 1.000 lb
10 659.0
11 648.0 553.0
13 596.0 545.0
15 541.0 511.0 440.0
16 516.0 490.0 440.0 375.0
19 454.0 435.0 - 407.0 369.0 287.0
23 389,0 374.0 359.0 334,0 281.0 242.0
26 349.0 336.0 328.0 308.0 259,0 238.0 198.0
29 307.0 301.0 296.0 286.0 241.0 225.0 197.5 176.0
33 265.0 260.0 256.0 256.0 219.0 206.0 185.0 175,5
39 ~ 210.0 203.0 208.0 189.5 178.0 165.5 154.0
46 ~ Q ~ ~ 150.0 143.0 131.0
52 120.5 122.0 127.0 131.5 ~ 125.5 118.5
59 96.5 98.5 103.5 105.5 107.0 ~ 103.5
65 84.5 89.0 87.0 88.0 91.0 &
72 68.5 73.0 70.0 71.0 74.5 75,0
79 60.5 58.0 58.9 62.0 62.0
85 52.4 48.9 49.8 53.3 53.7
118 21.0 23.4 23.6
124 20.2 20.4
131 16.8 16.8
138 13.8
144 11,5
151 9.6
Boom extension seduence % ‘
Tele 1 0 43 43 43 86 86 86 100
Tele 2 0 0 43 43 43 86 86 100
Tele 3 0 0 0 43 43 43 86 100
10 AC 1600
—-
Lifting capacities main boom
o lb e A- 360° 85 0/0
Main boom
Radius 52.0 ft 68.0 ft 84.0 n 100.0 ft 116.Oft 132.0 It 148.0 fl 164.0 R
ft 1,000 lb
10 614.0
11 597,0 q76.O -
13 527.0 ~65.O -15 469.0 419.0 352.0 -,
16 441.0 392.0 349.0 300.0
19 372.0 334.0 304.0 278.0 233.0
23 303.0 275.0 257.0 246.0 222.0 189.5
26 265.0 245.0 225.0 220.0 201.0 186.0 165.5
29 ~ ~ ~ 200.0 184.0 171.5 162.5 144.0
33 168.0 160.5 165.0 ~ ~ ~ ~ ~
39 103.0 96.5 100.0 107.0 103.0 104.0 108.0 108.0
46 59.7 62.0 67.5 64.5 66.0 70.0 71.0
52 42.6 44.4 49.5 46.6 48.0 51.5 52.0
59 28.9 30.5 34.9 32.3 33.4 36.4 37.3
65 22.4 26.4 24.0 24.9 27.9 28.4
72 14.9 1.9.9 15.8 17.1 20.2 20.6
79 12.8 9.5 10.6 13.9 14,3
85 8.5 4.8 5.9 9.2 9.7
92 4.7 5.4
Boom extension sequence ~fo e
Tele 1 0 43 43 43 86 86 86 100
Tele 2 0 0 43 43 43 86 86 100
Tele 3 0 0 0 43 43 43 86 100
AC 1600 11
f
Lifting Capacity Notes
Lifting capacities do not exceed 85°/0 of tipping load resp. 75°/0 of tipping load on luffing fly jib.Max. wind speed: 50.85 ft/sec or 35 mph.Crane operation UP to a wind force of 5°/0 Beaufofi scale (29.5 fi/sec or 20 mph) permissible.The weights of all Ioad-handiing devices are considered pafl of the load, and suitable allowance forthem should be made.
All capacities above the parting line are based on structural strength. The capacities below theparting line are based on stability for the Percentage of tipping load indicated.
.
I12 AC 1600
C....
4
J
----}..
Working ranges fixed fly jib
459
443
426
410
394
377
361
344
328
312
295
279
262
246e
230
213
197
180
164
148
131
115
98
82
66
49
33
16
m
n 279 262 246 230 213 197 180 164 148 131 115 98 82 66 49 33 16 0
AC 1600 13
~~--=---*~—— — ——-
Lifting Capacities fixed fly jib (0°) and Superlift
309,000lb EEl *- 360° 75 0/0/85 0/0
Fixed flv iib
Boom Radiua 26.0 ft 65.0 ft 105.0 tt 144,0 n 184.0 ff 223.0 ft
ft 1,000 lb
39 121.5
46 115.5 88.0
52 112.5 86.0 55.1
59 108.0 82.5 54.0
65 106.0 80.5 52.0 35.3
72 .: 102.5 “ 77.0 50.7 34.6 26.4
79 99.0 74.5 49.5 33.9 25.7
85 96.0 72.5 48.5 33.1 25,3 13.2
92 92.5 70,5 47.3 32.3 24.6 13.0
98 89.5 68.0 46.3 31.7 24.2 12.8
111 82.5 63.0 44,1 30.2 23.1 12.5
124 77.0 58.6 40.9 28.7 22.1 12.1
164 ft138 69.0 53.9 38.5 27.3 20.9 11.9
151 61.5 49.5 36.3 25.7 19,8 11.6
164 @l& 45.2 34.1 24.4 18.7 , 11,2
177 40.8 31.9 23.1 17.6 11.0
190 36.4 29.8 21.6 16.5 10.5
203 ~ 27.6 20.3 15.4 9.9
216 24.3 18.8 14.3 9.4
229 ~ 17.4 13.2 8.8
243 16.0 12.1 8.1
256 14.5 11.0 7.7
269 m 9.9 7.0
282 8.8 6.6
295 ~ 5.9
308 5.3
321 4,6
The capacities above the parting line are based upon the structural strength. The ratings below the parting Iing are based on stability for thepercentage of tipping load indicated.
14 AC 1600
I
Lifting capacities fixed fly jib and Superlift
C-.-,
216,000 lb ~ .-. 360° 75 o/o/85 0/0
Fixed fly jib
Boom Radius 26.0 ft 65.0 ft 105.0 ft 144.0 ff 184.0 ft 223.0 fl
0“ 20” 0“ 20” o“ 20° o“ 20” o“ 20” o“
ft 1,000 lb
39 lpl.5 -
46 i+5.5 - 88.0 -
5? 112.5 95.0 86.0 - 55.1 –
59 108.0 91.5 82.5 - 54,0 -
65 106.0 88.0 80.5 - 52.0 - 35.3 -
72 102.5 83.5 77.0 50.7 50.7 - 34.6 - 26.4 -
79 99.0 80.0 74.5 49.5 49.5 - 33.9 - 25.7 -
85 96.0 77.0 72.5 48.5 48.5 - 33.1 - 25.3 - 13,2
92 92.5 74.5 70.5 47.3 47.3 35.2 32.3 - 24.6 - 13.0
98 89.5 71.5 68.0 46.3 46.3 34.2 31.7 - 24.2 - 12.8
111 74.5 66.0 63.0 45.2 44.1 33.1 30,2 23.2 23.1 - 12.5
124 61.5 60.5 58.6 44.1 40,9 30.9 28.7 21.6 22.1 - 12,1
164 II 138 50.3 51,6 53.8 40.7 36.5 28.6 27.3 20.7 20.9 16.5 11.9
151 ~ 42.7 45.3 38.5 36.3 26.4 25.7 19.8 19,8 15.4 11.6
164 34.6 &5J 38,1 35.2 34.1 25.3 24.4 18.7 18.7 14.3 11.2
177 -- 32.2 32.0 31.9 24,2 23.1 17.6 17.6 13.6 11.0
190 -- 27.2 28.7 28.0 22.0 21.6 16.5 16.5 12.8 10.5
203 -- ~ &J 23.7 20.9 20.3 15.4 15.4 11.9 9.9
216 -- 19.7 18.8 18.8 14.3 14.3 11.0 9.4
229 -- ~ 17,6 16.8 13.2 13.2 10.3 8.8
243 -- ~ 13.8 11,6 12.1 9.6 8.1
256 -- 11.2 10.5 10.5 9.0 7.7
269 -- ~ 9.4 8.1 8.5 7.0
282 -- &l 6.1 7.9 6.1
295 -- ~ 6.8 Q
308 -- ~
The capacities above the parting line are based upon the structural strength. The ratings below the parting Iing are based on stability for thepercentage of tipping load indicated.
AC 1600 15
..,--- >-------.. -.-— ..=-. -–--...= ------ — w .——
Lifting capacities fixed fly jib
216,000 lb = a- 360° 75 0/0/85 0/0
Fixed flyjib
Boom Radius 26 ft 65 ft lo5ft 144 n 184n
o“ 20” o“ 20” o“ 20” 0“ 20” 0“
ft 1.000 lb
164 ft
39 121.5 -
46 110.0 - 88.0 -
52 101.0 94.0 82.0 -
59 91.5 87.0 77.0 - 52.9 -
65 84.5 82.0 70.0 - 50.9 - 34.9 -
72 77.0 75.0 65.0 48.5 47.4 - 33.1 -
79 71.0 70.0 60.0 47.5 45,1 - 30.7 - 24.6
85 66.0 65.5 56.4 46.1 43.0 - 29.1 - 23.2
92 61.5 60.0 52.1 43.1 40.6 - 27.5 - 21.5.-98 57.6 55.4 48.7 40.9 36.6 32.0 26.1 - 20.3
111 50.9 49.2 42.1 37.6 30.6 29.2 23.2 - 17.9
124 45.4 43.2 36.8 34.3 28.7 26.8 20.8 21.0 15.7
138 39.6 37.4 32.5 31.6 24.6 24.2 18.7 18.4 14.0
151 35.2 33.0 29.3 28.6 21.5 22.0 16.9 16.9 12.5
164 ~ 2X 26.4 25.3 18.7 19.8 14.1 15.4 11.4
177 -- 23.6 23.1 16.3 18.1 12.8 14.1 9.5
190 -- 21,6 20.7 14.3 16.1 10.6 12.8 7.9
203 .- ~ 18.8 12.1 14.3 8.8 11.5 6.6
216 -- 11.0 12.6 7.5 10.4 5.3
229 -- ~ 11.1 Q 9.3 $Q
243 -- u 7.9
256 -- 6.8
269 -- 5.5
The capacities above the parting line are based upon the structural strength. The ratings below the parting Iing are based on stability for thepercentage of tipping load indicated.
16 AC 1600
—.—
Lifting capacities fixed fly jib
c’...,
126,000 lb = .- 360° 75 0/0/85 0/0
Fixed fly jib
Boom Radius 26.0 f! 65.0 ff 105.0 f! 144,0 ft 184.0 f!
o“ 20” o“ 20” o“ 20” o“ 20” o“
ft 1,000 lb
39 1<1.5 -
46 110.0 - 88.0 -52 101.0 94.0 82.0 -
59 91.5 87.0 77.0 - 52.9 -
65 84.5 82.0 70.0 - 50.9 - 34.9 -
72 77.0 75.0 65.0 48.5 47.4 - 33,1 -
79 71.0 70.0 60.0 47.5 45.1 - 30.7 - 24.6
85 66.0 65,5 56.4 46.1 43,0 - 29.1 - 23.2
92 61.5 60,0 52.1 43.1 40,6 - 27.5 - 21.5
164ft 98 ~ 55.4 48.7 40.9 36.6 32.0 26.1 - 20.3
111 42.2 44.3 42.1 37.6 30.6 29.2 23.2 - 17.9
124 32.4 ~ 36.0 34.3 28.7 26.8 20.8 21.0 15.7
138 24.1 25.4 ~ 31.6 24.6 24.2 18.7 18.4 14.0
151 18.2 19.3 21.7 24.8 21.5 22.0 16.9 16,9 12.5
164 13.6 14,1 16.7 ~ ~ 19.8 14.1 15.4 11.4
177 -- 12.8 14.8 13.2 17.4 12.8 14.1 9.5
190 -- 9.3 10.8 9.9 ~ 10.2 12.8 7.9
203 6.4 7.6 6.9 9.8 ~ 11.5 6.6
216-if4.2 6.7 4.5 &J ~
“b ;“229 -- 3.8 5.6
Thecapacities above the parting Iine are based upon thestructural strength. Theratings below the parting Iingare basedon stability for thepercentage of tipping Ioad indicated.
m
o
AC 1600 17
Lifting capacities Iuffingflyjib, main boom 82°
,410
i
II
I1
~%,.
394 ~@
377
J ~ i
II /344 ‘ ;
1 /
328 /
312
295
279
262
/
246f
23o/
213
197/
/180 ,
/164
148
/@
131 ,— — — — — — — — — — — — — —
115
98
Ii82
II86
49(1
1
16
I
148+295 ft
159+256 ft
164+216 ft
164 ft159 ft
148 ft
132 fl
l16ft
ioon
84 ft
fl 279 262 246 230 213 197 180 164 148 131 115 96 82 66 49 33 16 0
AC 1600
r . ..
,,‘-4’
Lifting capacities Iuffingflyjib, main boom 82°
216,000 lb * .-. 360° 75 0/0
Fly Jib
Boom Radius 59 n 98 f! 138tt 177ft 216n
u-
ft 1,000 lb39 2770 -46 2480 -
187.0 -
121.0 -
121.0 -
81.5 -
52 213.0 .,59 181.0 ~“ 187.0
65 ~ 176,572 157.5 121.079 141.5 121.0 81.5 -.-
121.0 81.5 55.1
21.0 .91.5 53.9Q’l f-t ;; :130.0
118.0 1;-. --Yu U?.!ul 112.0 81.5 52.9
111 96.5 81.5 50.7124 83.5 80.5 48.6136 KM 70.5 46.2151 62.5 440
1,8
3.7~
164 56.0 41177 m 39
190 37,3
203 353
Flv Jib
Boom Radrus 98 R 138 n 177ft 2161i 256ft 295fl
11 1,000 lb
52 154,0 ---- -
59 1530 99.0 - - - -65 1520 99.0 ----72 1510 99,0 66.0 - - -79 148.0 99.0 66.0 - - -85 135.5 99.0 66.0 50.7 - -92 123.0 99.0 66.0 50.7 33.0 -
~ 1 99.0 66.0 50,7 33.0 -111 95.5 66.6 50.7 33.0 22.0124 83.0 66.0 48.6 33.0 21.5
looft ;:; i w 66.0 46.2 33.0 20.962.0 42.9 33.0 20.3
164 -- 55.5 40.7 30.8 19.8177 5!2. 1 38.6 28.6 19.1190 .- _ 36.4 27,5 18.5203 --- 35.3 26.4 17.8216 -- 34.2 m 17,2229 -- -- 24.3 16,7243 -- --
al 16.3256 -- -- - 15,8269 -- -- - 15,6282 -- _- - 15.4295 -- -- 15,2
52 132.0 ---- -
59 132,0 -----
65 132.0 88,0 - - - -
72 132.0 88.0 - - - -
79 129.5 88,0 61.5 - - -85 127.5 68.0 61.5 - - -92 121,0 88.0 61.5 44.0 - -96 J1 l,Q 68.0 61.5 44.0 - -
111 880 61.5 44.0 28.6 17.6124 81.0 61,5 44.0 26.6 17,4138 71.9 61.5 44,0 28.6 17.1
16.95 16.9
7 286 16.7
116 ‘-ii-t 151 61.0 44.0 28.6164 -- 54.4 41.8 28.6177 -- 4Q 39.7190 -- _ 37.5 266 16.5203 -- _ 35.3 27.5 16,3216 --
ZLl 26.5 16,3229 -- -_ 25.4 16,1243 --- _
u 15.B256 -- -- 15.6269 --- -- 15,4
282 - - - - - 14,9295 - - - - - 14,3
216,000 lb & .-. 360° 750/oFly Jtb
Boom Radius 98 R 138 fl 177k 216 H 256 fl 295 fl
132 ft
n 1,000 lb
59 110.0 ---- -
65 110.0 ---- -
72 109.0 745 ----
79 107.5 74.5 52.9 - - -85 105,5 74.5 52.9 - - -92 103.5 74,5 52.998
37.4 - -
lcui 74.5 529 37.4 - -111 74.5 52.9 374 264 -124 74.5 52.9 37.4 26.4 13.2138 Zo..Q 52.9 37.4 26.4 132151 -- 52.9 374 26.4 132164 -. 52.9 374 264 13.2177 -. a 37.4 264 132190 -- - 37.4 264 132203 -- _ 374 26.4 132216 -- _ ~ 26.4 132
229 -- -_ 26.4 13,2
243 -- -_ 253 132
256 -- -- 242 13.2
269 -- -- - 132
282 -- -- - 13.2295 - - - - - 3259 90.0 - - - - !65 90.0 -----72 89.0 61.5 ----
79 880 615 ----
85 86.0 61.5 440 ---
92 84.5 61.5 44.0 - -
98 63.5 61.5 440 31.9 - -111 6!3...5 61.5 440 31 9 220 -124 61,5 44.0 31 9 22.0 68138 !31.5 440 31 9 22.0 68
148 II ;;; : : 440 31.9 220 6.6440 31.9 220 86
177 44~ 319 220 8.6190 -- - 31 9 220 86203 31 9 220 66216 313 22.0 6.6229 -- -- 22.0 8.8243 -- -- 220 86256 -- -- 2LQ 8.6
269 -- -- _ 88
282 -- _ 88
295 -- -- 4.865 72.5 -----
72 72.5 -----
79 72.5 48,5 ----
85 72.5 465----
92 70.0 48,5 352 ---
98 680 46.5 352 23.1 - -111 IX.Q 48.5 35.2 23.1 - -124 485 35.2 231 17,6- -
164ft ;:; :46,2 35.2 23.1 17.6” -
44-Q 35.2 23,1 17.6” -164 34.1 23.1 17.6” -177 XLQ 23.1 176” -190 -- 23.1 176” -
203 -- 23.1 176” -
216 -- 2.X1 176. -
229 -- - 176” -243 -- -- 176- -256 17.6” -
“I Main Boom 159 fi
AC 1600 19
. –. . —. L—-,’. . . . .
Lifting capacities luffing fly jib, main boom 70°
492
475
459
443
426
164+21 6 ft410
394 //
377
/361
344 /
328
312
295
279
262
246
/230
213
197 /
180
164/
)148
/
131 /
/
115
9a
82 — —
66
49
33 — . . —
16
n 312 295 279 262 246 230 213 197 180 164 148 131 115 98 82 68 49 33 16 0
20 AC 1600
Lifting capacities luffing fly jib, main boom 70°
p:,+....-
216.000lb El *** 360”75 0/0 216,000lb = .-. 360°75 0/0
Fly Jib
Boom Rad!us 98 H 138fi 177n 216 fl 256 R 295 f!
Flv Jib
Boom Radius 59 n 98 f! 138ft 177n 216tt
n 1,000 lb
59 176.5 -
65 127.0 -
72 86.5 . -
79 60.5 + -
85 118.0 -
92 106.0 -
98 97.5 95.5 -
111 82,5 80.5 -
118 73,5 74.5 - -
84ft ;~ ~ : 69.0 66.5 -
59.8 57.6 44.0
151 53.0 50.6 42.9
157 49.0 48.0 42.3
164 44.9 41.8
177 40,4 39,0
190 36.4 35.1
197 33,6 33.2
!I 1,000 lbOn R1.T --- --
,,, 7< n--- -_. ----124 645 60.5 ----
1:—18 56.0 54.1 ----
151 47.5 44.0 - - -
i 64 42.5 39.9 35.0 - -
177 381 355 341 - -
t 90 -- 31.8 ;07 264 -
132 ft 203 -- 28.7 27.4 25.6 13.2
216 -- 26.1 24.8 23.0 13.2
229 -- - 22.3 20.6 132
9A3 --- m n 187 137
256 --- 18.2 16.5 13,2
76fJ -- -- 147 137
282 -- -- 13.0 13,0
‘) Q=, -- -- 117 776
308 -- --- 117
203 31.6
216 28.5
229 26.1
321 --- -- 10.6
326 -- -- 99
111 K30 ----.-. .124 57.6 50.8 ----
138 53.9. 47.3 ----
151 44,0 35.2 - - -
164 41.4 33.0 29.7 - -
177 37.0 31.9 28.6 - -
190 -- 30.8 27.5 - -
203 -- 27.8 26.4 19.8 -
216 -- 25.0 23.9 19.2 8.8
229 -- - 21.5 18.5 8.8
243 -- - 19.3 17.3 8.8
256 -- - 17.4 154 8.8
269 -- -- 13.6 88
Flv Jib
Boom Radius 98 n 138 ti i77n 216n 256 fl
fi 1,000 lbR6 I?An - 148 ft92 104,5 -
98 !255 --. -.. .111 81.0 78.5 -
124 70.0 68.0 64.0 -
13a 58.7 56.3 46,2 -
151 51.9 49.5 42.9 -
164 46,3 43.8 40.7 29.9
177 39.3 37,9 28.6
190 35.3 34.0 27.5
203 32.0 30.7 26.4
216 27.8 25.3229 25.2 23.4243 22.6 21.1256 19.1
282 -- -- 12.1 8.8
295 -- -- 10,6 8.6
308 -- -_ 8.8’131 -- -- - R?100 ft328 -- -- - 8.1
124 47.6 ----
138 42.8 35.2 ----
144 38.6 34.2 - - -
151 33.0 - - -
164 30.8 22.0 - -
177 29.7 22.0 18.7 -
184 27,4 21.5 18.2 - -
190 -- 21.1 17.8 -
203 -- 20.9 17,2 12.1” -
216 -- 20.5 16.1 11.4” -
223 - - 19,6 15,6 11.0” -229 - - - 15,2 10,6” -
76Q 17A
282 15.6
98 !)15 -.- ----111 77.5 75.5 -
124 67,0 64.5 - - -
131 61,5 60.0 - - -
164ft
138 55.8 53.4 - -151 49 .? Afi c1 401 -
243 -- - 14.7 9.9” -
256 -- - 14.3 8.8” -
262 -- - 13,9 8.6” -
269 -- - 8.3” -7R 7 -- 79. -
164 P- 44.1 41.6 38.5 -
170 42.0 39.6 37,3 -t 77 Z74 ‘lKa -
l16ft -..295 7.5” ->07 -- -- 70. -
190 33.3 32.0 26.2203 30.0 28.7 25.5210 26.6 27,1 24.6216 25.9 24.0
‘I Main Boom 159 ft
229 23.4 21.7-743 71 1 1!+s-.. -.. ..-256 17.6
269 15.8
282 14.3
AC 1600 21
