MC-1650_165T - Maxim Crane Works

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RANGE

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DIAGRAM:

LONG

165-TON

CAPACITY

TAPERED

PEAK

BOOM

II'

'\340

;.~

.h

\.-.) 330 320 310 300 290 280 270

260

Hook

250

Block Tonnage

I-

~

Number of Sheaves

Block Weight

Dimension "A"

,

3230 Ibs (t4S5 kg)

20'-4" (S m)

Non.

615 Ibs (279 kg)

u. 240

~ I:I:

165 (149685 kg)

230

~

220

W :I:

210

8-1/2 (7711 kg)

"-0" (2 m)

-J




180

U

~170 160 150 140 130 120 110 100 90 80 70 60 50 40

I

30

20 ,

i.{ ~:

MC1650

;.

":c r."

LORAIN

i

j

10

"\.,.-/

200

190

180

170

160

150 140

130 120

110 100

90

,~,~"

80

70

60

RADIUS

--

31

50

1

40

,

30

,'~t

20

10

0

IN FEET

-

~

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--

~

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LORAIN MC1650

165-TON

j

CAPACITY,

\

J

LONG TAPERED PEAK BOOM WITH MAXIMUM COUNTERWEIGHT 68,600 Ibs (31117kg)

CAPACITY CHART:

~

& BUMPER COUNTERWEIGHT 16,000 Ibs' (7258kg) With

Boom Radius Feet

Boom Angle Degrees

Boom

W'

.

OutrIggers

Peak Hel ht g Feet

Over

Over

Rear

Side

90 Ft. Boom 95.5 191600' 94.5 166600' 93.1 139000' 91.4 118900' 89.4 103700' 87.0 91800' 84.2 81100 77.3 63900 67.9 52400 54.8 44200 32.7 38000

20 25 30 35 40 45 50 60 70 80 90

79.6 76.3 73.0 69.7 66.2 62.7 59.1 51.3 42.6 32.1 16.6

25

77.7

104.7

154400'

154400'

30 35 40 45 50

74.8 71.8 68.7 65.6 62.5

103.5 102.0 100.2 98.1 95.7

138400' 118400' 103200' 91300* 80800

138400' 118400' 98400 83100 71700

60

55.8

89.7

63600

70 80

48.5 40.3

81.9 71.7

52100 43800

100

15.7

32800

28100

90

30.4

100 Ft. Boom

57.6

37600

34.1 110Ft.

Boom R d. a IUS Feet

191600' 166600' 139000' 118900' 98700 83400 72000 56100 45700 38300 32700

35 40 45 50 60 70 80 90 100 110 120 130 140 150

Boom An gle Degrees

78.0 76.0 74.0 72.0 68.0 63.8 59.4 54.9 50.1 44.9 39.2 32.7 24.7 12.8

Boom

Peak Hei ht g Feet

I

th

~

.

J;

,

Outriggers Over

Over

Rear

Side

150 Ft. Boom 153.7 103600' 152.6 97900' 151.2 88900' 149.7 79200 146.1 62000 141.6 50400 136.2 42100 129.7 35900 122.0 31100 112.9 27200 101.8 24000 88.0 21400 69.7 19100 40.3

\

-~

17200

1

103600' 97000 81600 70200 54200 43700 36300 30700 26400 22900 20100 1-'700 15800 14100

' J 1 ~ j ~

40 45 50

76.9 75.1 73.2

160 Ft. Boom 162.8 91100* 161.6 86300* 160.2 78800*

91100* 81300 69900

55800

60

69.4

156.8

61600

53900

45400 37900

80 100

61.~ 53.0

147.7 134.8

41800 30700

35900 26000

140

31.6

90.9

18800

15400

i

160

12.4

41.4

15200

12200

, '

i

32400

120

Boom

43.4

116.9

23700

1 ; :

'

19700

25 30

78.9 76.2

114.9 113.8

153600' 137900*

153600' 137900*

40

77.7

170 Ft. Boom 173.1 85700*

85700*

35

73.5

112.5

117900'

117900*

45

76.0

171.9

81200*

81000'

40

70.8

110.9

102700'

98100

50

74.2

170.6

77000'

69600

!

.\

45

68.0

109.0

90800*

82800

60

70.7

167.4

61300

53600

50 60

65.1 59.2

106.8 101.5

80500 63300

71400 55500

80 100

63.4 55.5

158.9 147.1

41400 30400

35600 25700

70

53.0

94.8

51700

45000

120

46.9

131.0

23300

19400

46.1 38.4 29.0 15.0

86.3 75.3 60.3 35.5

43500 37300 32500 28000

37600 32000 27700 24300

140 160

36.7 23.2

108.7 18400 74.0 14800 180 Ft. Boom

15100 11900

1

40 45 50 60 80 100 120 140 160 180

78.4 76.8 75.1 71.8 64.9 57.7 49.8 40.8 29.8 11.7

183.3 182.2 181.0 178.0 170.1 159.1 144.4 124.6 96.4 43.6

80600* 76300* 72100' 61000 41100 30000 23000 18100 14500 11700

80600* 76300* 69300 53300 35300 25300 19000 147QO 11500 9100

!

40 45 50 60 80 100 120 140 160 180

79.0 77.5 75.9 72.8 66.3 59.6 52.3 44.2 34.7 21.9

190 Ft. Boom 193.5 76100' 192.5 71600* 191.3 67000* 188.5 60600' 18..0 40800 170.8 29700 157.3 22600 139.4 17700 115.1 14100 78.0 11400

76100' 71600* 67000* 53000 34900 25000 18700 14400 11200 8800

45

78.1

200 Ft. Boom 202.7 66600' 201.6

63000*

63000*

60 80 100 120 140 160 180 200

73.7 67.6 61.2 54.5 47.1 38.6 28.2 11.1

198.9 191.9 182.3 169.7 153.4 131.8 101.5 45.5

56900* 40400 29300 22300 17400 13800 11000 8800

52700 34600 24600 18400 14000 10800 8400 6500

45 50 60 80 100 120 140 160 180 200

78.7 77.3 74.5 68.7 62.7 56.4 49.5 41.9 32.9 20.8

210Ft. 212.9 211.8 209.3 202.7 193.6 181.9 166.8 147.3 121.2 81.7

Boom 62800. 59500* 53500* 40100 29000 21900 17000 13400 10600 8500

62800* 59500* 52400 34300 24300 18000 13700 10500 8000 6100

""~

~..c..c~i-

80 90 100 110

77.4 74.9 72.4 69.9 67.3 62.0 56.5 50.5 44.0 36.7 27.7 14.4

120 Ft. Boom 124.1 133600' 122.9 117400* 121.4 102200* 119.7 90400' 117.7 80200 113.0 62900 107.1 51400 99.7 4310C\ 90.4 36900 78.7 32100 62.8 28200 36.8 25100

133600' 117400* 97900 82500 71100 55200 44700 37300 31700 27400 23900 21100

30 35 40 45 50 60 70 80 90

78.4 76.1 73.8 71.5 69.2 64.4 59.4 54.1 48.4

130 Ft. Boom 134.3 125400' 133.2 116900' 131.8 101700' 130.3 89900* 128.5 79900 124.2 62600 118.9 51100 112.3 42800 104.3 36600

125400* 116900* 97600 82200 70800 54900 44400 36900 31400

110 120 130

35.2 26.6 13.8

35 40 45 50 60 70 80 90 100 110 120 130 140

77.1 75.0 72.9 70.7 66.3 61.8 57.0 52.0 46.6 40.6 33.9 25.6 13.3

30 35 40 45 50 60 7-9 80 90 100 110 120

100

42.2

94.4

31800

81.9 65.2 38.0

27900 24700 22100

140 Ft. Boom 143.5 110400* 142.2 101300' 140.8 89400* 139.1 79600 135.2 62300 13lJ.3 50700 124.4 42500 117.3 36200 108.7 31400 98.2 27500 85.0 24400 67.5 21700 39.2 19500

27000

50

23(,00 20800 18400 110400' 97300 81900 70500 54600 44100 36600 31000 26700 23300 20400 18100 16100

76.6

32

!

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;

" \ "

~

, .

.,

66600*

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..

LORAIN

.

MC1650

165-TON

CAPACITY

TAPERED PEAK68,600 BOOMIbs (31117 kg) WITH MAXIMUMLONG COUNTERWEIGHT

~

,

"

& BUMPER COUNTERWEIGHT

16,000 Ibs (7258 kg)

'~

.

Boom

R dl :ee~s

Peak Height Feet

With

Boom Radius Feet

OutrIggers Over Rear

Over Side

Boom Angle Degrees

Boom Peak Height Feet

With

. OutrIggers Over Rear

56000* 50600* 33900 24000 ]7700 13300 10100 7700 5800 4200

60 80 100 120 140 160 180 200 220

78.4 75.8 70.6 65.3 59.6 53.7 47.2 40.0 31.4 19.9

230 Ft. Boom 232.3 53100* 230.0 45600* 224.0 35000* 215.9 28300 205.5 21200 192.3 16300 175.8 12700 154.8 9900 126.9 7700 85.3 6000

53100* 45600* 33600 23600 17300 13000 9800 7300 5400 3900

60 80 100 120 140 160 ]80 200

78.8 74.8 70.6 66.4 62.0 57.4 52.6 47.4

50 60 80 100 120 140 160 180 200

78.9 76.4 71.5 66.4 61.0 55.4 49.4 42.7 35.1

240 Ft. Boom 242.5 50000* 240.3 43100* 234.6 32900* 226.9 27000* 217.0 20800 204.6 15900 189.2 12300 169.9 9600 145.2 7400

60 80 100 120 140 160 180

79.2 75.3 71.3 67.2 63.0 58.6 54.0

300 Ft. Boom 301.7 30000' 297.1 20000* 291.1 15400* 283.6 11600* 274.3 8900* 263.1 6500* 249.8 4300*

30000* 20000* 15400* 11600* 8900* 6500* 4300*

60 80

79.5 75.8

310Ft. 311.9 307.5

Boom 28200. 19200*

28200* 19200.

240

10.1

120 140 160

68.0 63.9 59.7

294.4 285.5 274.7

10600* 7600* 5400*

10600* 7609* 5400*

55 60 80 100

78.2 77.0 72.2 67.4

180

55.4

262.0

60

79.9

120

12200

80

100

76.2

320 Ft. Boom 322.0 22000* 317.8 14000*

312.2

13200*

160 180 200 220 240

9100 6600 4700 3100

120 140 160

68.7 64.8 60.8

305.1 296.5 286.3

9100* 6500* 4100*

60 80 100 120 140 160

80.2 76.6 73.0 69.4 65.6 61.7

330 Ft. Boom 332.2 15000* 328.1 10000* 322.7 10000* 315.8 8200* 307.6 5400* 297.7 3100*

60 80 100 120 140

80.5 77.0 73.6 70.0 66.4

340 Ft. Boom 342.3 12000* 338.3 8000* 333.1 8000* 326.5 6900* 318.5 4000*

12000* 8000* 8000* 6900* 4000* 10000*

220

140

25.7

111.1

5600

49.3

4200

250 Ft. Boom 251.7 43100*

3500

245.1 237.7

40300* 31900* 24700*

43100* 40300* 31900* 22900

62.3

228.3

19200*

16600

51.3 45.2 38.3 30.1 19.1

202.2 184.3 161.9 132.4 88.8

12000 ~200 7000 5300 3800

57.0

55 60 80 100 120 140 160 180 200 220 240

78.6 77.5 72.9 68.3 63.4 58.4 53.1 47.3 41.0 33.7 24.7

55 60

79.1 78.0

80 100 120 140 160 180 200

220

216.6

15200*

260 Ft. Boom 261.9 40800* 260.8 38100* 255.6 30200* 248.5 21600* 239.6 17600* 228.4 14400* 214.8 11200* 198.1 8800* 177.5 6700 151.3 4900 115.6 3300*

Following

50000* 43100* 32900* 23300* 17000 12600 9400 7000 5100

250.6

78.4 74.2 69.9 65.5 60.9 56.1 5].0 45.5 39.4

100

40800* 38100* 30200* 21600* 16300 11900 8700 6300 4300

71.9

72.5

280 Ft. Boom 281.3 33800* 276.4 26100* 269.9 18500* 261.7 14700' 251.6 11500* 239.3 8700* 224.6 6600* 206.7 4600* 184.9 3000*

Over Side

220 Ft. Boom 222.1 56000* 219.7 50600* 213.4 38800* 204.8 28600 193.8 2]500 179.7 16600 161.9 13000 138.7 10300 106.4 8100 47.4 6300

50 60 80 100 120 140 160 180 200 220

'-"'

Oegrees

Boom.

77.9 75.2 69.7 64.1 58.1 51.7 44.7 36.8 26.9 10.6

50 60 80 100 120 140 160 180 200 220

\

Boom Angl.

Load Ratings Include Jib 290 Ft. Boom 291.5 30000* 286.8 20000* 280.6 17000* 272.7 13300* 263.0 10300* 251.3 7500* 237.3 5500* 220.5 3600*

301.7

14700*

3300*

33800* 26100* 18500i' 14700* 11200 8000 5500 3600

30000* 20000* 17000* 13300* 10300* 7500* 5200 3300

14700*

3300* 22000* 14000* 13200* 9100* 6500* 4100* 15000* 10000* 10000* 8200* 5400*

3100*

270 Ft. Boom 272.1 38500*

38500*

60

80.8

350 Ft. Boom 352.5 10000*

271.1

36000*

36000'

80

77.4

348.6

7000*

7000*

73.6 69.1 64.5 59.7 54.6 49.2 43.4

266.0 259.3 250.7 240.1 227.2 211.5 192.4

28300* 20000* 16200* 13000* 10100* 7700* 5600*

28300* 20000* 15900 11500 8300 5900 4000

100 110 120

74.0 72.3 70.6

343.5 340.5 337.1

7000* 7000* 5700*

7000* 7000* 5700*

36.8

168.7

4100*

V M8Xlmum R8ted Load In Pounds 33

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LORAIN

MC1650

165-TON

CAPACITY

..

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)

~

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"-J RANGE

DIAGRAM:

HAMMERHEAD

PEAK

'

BOOM

260 250 HOOK BLOCK CLEARANCES

240 230 220 210 200 190 .

180

Hook Block

Number of

Tonnage

Sheaves 6

170

DimensIon

"A" 3230 lb. (1465 kg) 615 (279

160

lb. kg)

10' . 3" (3m) 5'. 0" (2 m)

150

~

140 130

t-

W UJ u. Z

120 110

tJ:

100

S2 W J: -.J

90 , 80

< (.) i= a:

W >

70 , 1

60

\ 50

: ,

40

i

30 20 10 0 200

190

180

170

160

150

140

130

120

110

100

90

80

70

60

50

40

30

20

10

0

~, RADIUS IN FEET

34 ;',

' . ~?-

L

~

I

MC1650

165-TON

CAPACITY CHART:

HAM

B oom :;eak eight Feet

Boom Angle Degrees

12 15 20 25 30 35

82.2 76.8 67.3 56.8 44.4 26.4

15 20

80.0 73.0

25

65.6

30 35 40 45

57.6 48.7 38.0 22.2

43 Ft. Boom 48.7 273300* 47.0 207600. 44.6 166800* 41.3 139000. 36.8 118900* 30.4 103700. 19.7 91800.

15 20 25 30 35 40 45 50

81.9 76.3 70.5 64.5 58.1 51.1 43.2 33.6

53 Ft. Boom 58.9 247000* 57.6 207000* 55.7 166200. 53.2 138500* 50.0 118400* 45.9 103200* 40.5 91300* 33.2 80100*

20

78.5

25 30 35 40 45 50

73.8 68.9 63;8 58.4 52.7 46.3

60

30.4

20 25 30

80.1

35 40

67.7 63.3

45

58.6

50 60 70

53.7 42.7 28.0

20

81.4

25 30 35 40 45 50 60

77.8 74.2 70.5 66.8 62.9 58.8 50.0

70 80

39.8 26.0

76.1

71.9

Over Rear

Boom 330000. 273900* 2Q8.100*

lb7;,uu; 139600. 119500*

63 Ft. Boom 68.0 191900* 66.4 153500* 64.4 138000* 61.8 117900* 58.7 102700.

PEA

K

330000. 273900* 208100. 167300* 139600. 119500.

273300* 207600* 166800* 139000. 118900. 97700*

82500.

247000* 207000* 166200* 138500*

25 30 35

79.2 76.0 72.7

40 45

69.4 66.0

50

62.6

60 70 80 90

57.1 40.0

25

81.1

30 35 40

78.5 75.9 73.2

103 Ft. Boom 107.9 149800. 106.7 135900. 105.2 115800. 103.5 100600* 101.5 88700. 99.1 78600 93.4 61300 86.0 49800 76.4 41600 63.4 35400 43.9 30600 113 Ft. Boom 118.0 140900. 117.0 131300* 115.7 115300. 114.1 100100* 112.3 88200.

Over Side

149800. 135900* 115800. 96100 80800 69400 53600 43100 35700 30100 25800

140900.

131300* 115300.

95900

110

21.9

30 35 40 45 50

79.5 77.1 74.6 72.2 69.7

60

64.6

70 80 90 100

59.2 53.5 47.3 40.3

191400* 153100.

110 120

32.1 20.9

137400* 117400* 96900 81600

30 35

80.3 78.1

137.4 136.3

70300

40

75.8

135.0

99100*

54500 44100

73.6 71.3 66.6 61.8 56.7

133.5 131.8 127.6

87200* 77600 60400

116800* 108600* 95300 79900 68500 52600

122.4

48800

42100

116.0

40500

34700

51.2

108.3

34300

29100

191900" 153500* 138000* 117900.

70600 54800

76.0 68.2

80.2 77.4 74.5 71.5 68.5 65.5 59.0 52.1 44.4 35.3 28.1

Over Rear

70900*

79800 62600

81.8 79.1

25 30 35 40 45 50 60 70 80 90 100

With Outriggers

Boom Peak Height Feet

97500* 82200*

118400*

49.9 35.6

88.5 87.3 85.8 84.0

Boom Angle Degrees

70.5 67.8 62.1 56.1 49.5 42.2 33.6

97200 81900

13?400* 117400. 102200* 90200. 79500 62300 50800

M

45 50 60 70 80 90 100

90700.

73 Ft. Boom 78.3 191400* 76.9 153100.

BOO

Boom Radius Feet

Over Side

54.8

75.2 73.1 70.5 67.3 63.6 53.7 37.9

H EA D

With Outriggers

Boom Radlu5 Feet

33 Ft. 39.2 38.3 36.0 32.5 27.4 18.3

MER

110.2

78200

105.1 98.6 90.5 80.1 66.3

61000 49500 41200 35000 30200

45.7

80500 69100 53200 42800 35300

29800 25500

26300

22000

123 Ft. Boom 127.2 123400* 126.0 114800* 124.6 99600. 122.9 87700* 121.0 77900 116.5 60700

123400. 114800* 95600 80200 68800 52900

110.7 103.6

49100 40900

94.8 83.7

34700 29900

69.1 47.4

26000 22800

42400 35000 29400 25100

21700 18900

133 Ft. Boom

184700*

184700.

45 50 60 70 80

152300*

152300*

90

83 Ft. Boom

"-/

CAPACITY

WITH MAXIMUM COUNTERWEIGHT 68,600 Ibs (31117kg) & bUMPER COUNTERWEIGHT 16,000 Ibs (7258kg)

-;

,.

~

LORAIN

.

116800. 108600*

136900.

136900*

100

45.3

98.9

29500

24800

116900* 101700* 89700* 79200

116900* 96700 81400 70000

110 120 130

38.7 30.8 20.0

87.1

25600 22500 19800

21300 18500 16200

62000

54200

50500 42200

43700 36300

35

78.9

40

76.8

151800*

45 50 60 70

74.8 72.7 68.4 63.9

80

59.3

102400* 95100 79700 68200 52300 41800 34300 28800

93 Ft. Boom 97.6 151800* 96.3 136400. 94.7 116300*

71.7

49.0

116300*

90

54.4

143 Ft. Boom 146.6 102400* 145.4 96300* 144.0 86700* 142.4 77200. 138.5 60000 133.8 48500 128.0 40200 121.1 34000

100

49.2

112.8

29200

24400

110

43.6

102.8

25300

21000

120 130 140

37.2 29.6 19.3

90.4 74.3 50.6

22100 19500 17200

18200 15800

136400.

55.2 47.0

92.7 90.4 87.8 81.2 72.4

101200* 89200* 78900 61700 50100

96400 81100 69700 53900 43400

37.3 24.4

60.4 42.0

41900 35700

36000 30500

MAXIMUM

RATED

LOAD

35

IN

13900

",,';

POUNDS

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LORAIN

MC1650

165-TON

T

CAPACITY

,.

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HAMMERHEAD PEAK BOOM

Boom Radius Feet

Boom Angle Degrees

Boom Peak Hei ht 9 Feet

WITH MAXIMUM COUNTERWEIGHT 68,600Ibs. (31117kg)

..~

& BUMPER COUNTERWEIGHT 16,000 Ibs (7258 kg)

"

With Outriggers Over Rear

Boom . Radius Feet

Over Side

Boom Angle Degrees

Boom Peak Hei ht g Feet

Jl

With Outriggers Over Rear

.I

Over Side

, 35 40 45 50 60 70 80 90 100 110 120 130 140 150

40 45 50 60 80 100 120 140 160

79.6 77.7 75.8 73.8 69.9 65.8 61.5 57.1 52.5 47.5 42.0 35.8 28.5 18.6

153Ft. 156.8 155.7 154.4 152.9 149.3 145.0 139.7 133.4 126.0 117.2 106.5 93.5 76.7 52.1

Boom 96400. 90200* 85500* 76700* 59700 48100 39900 33600 28800 24900 21800 19100 16900 15000

78.5 76.7 74.9 71.2 63.5 55.2 45.9 34.7 17.9

163 Ft. Boom 166.0 85100* 164.7 80400. 163.3 76200* 160.0 59400 151.1 39500 138.6 28500 121.3 21400 96.6 16500 53.6 12900

96400. 90200* 79400 67900 52000 41500 34000 28400 24100 20700 17800 15500 13500 1:'800

85100* 79100 67600 51700 33700 23800 17500 13200 10000

45 SO 60 80 100 120 140 160 180 200

79.9 78.5 75.7 70.1 64.2 58.0 51.3 43.8 35..2 23.9

213Ft. 216.0 215.0 212.5 205.9 197.1 185.5 170.8 151.8 126.7 89.9

45 50

80.3 79.0

60

80 100 120 140 160 180 200 220

Boom 30000. 30000* 30000. 20QOO* 20000* 20000* ~5800 12200 9500 7300

30000. 30000* 30000* 20000* 20000. 16900 12500 9300 6900 5000

.

223 Ft. Boom ~26.2 22000* 225.2 22000*

22000* 22000*

" .'

76.4

222.8

22000*

22000*

71.0 65.4 59.6 53.9 46.5 38.8 29.3 15.1

216.6 208.2 197.3 183.6 166.2 143.7 113.0 61.6

14000* 14000* 14000* 14000* 12400 9600 7500 5700

14000* 14000* 14000* 12700 9500 7000 5100 3600

~

50 60 80 100 120 140 160 180 200 220

79.5 77.0 71.8 66.5 61.0 55.2 48.8 41.8 33.6 22.8

233 Ft. Boom 235.4 15000* 233.1 15000* 227.2 10000* 219.2 10000* 209.0 10000* 196.0 10000* 179.9 10000* 159.4 9800 132.7 7700 93.8 5900

15000* 15000* 10000* 10000* 10000* 10000* 9700 7200 5300 3800

40 45 50 60 80 100 120 140 160

79.2 77.5 75.8 72.3 65.1 57.5 49.1 39.3 26.7

173 Ft. Boom 176.2 80200. 175.1 76000* 173.7 72600* 170.6 59100 162.3 39200 150.8 28100 135.2 21100 113.7 16200 81.4 12600

80200* 76000* 67300 51400 33300 23400 17100 12800 9600

40 45 50 60 80 100 120 140 160 180

79.8 78.2 76.6 73.3 66.6 59.5 51.8 43.1 32.6 16.8

183 Ft. Boom 186.4 75800* 185.3 72200* 184.1 66900* 181.2 58700 173,4 38800 162.7 27800 148.4 20700 129.2 15800 102.3 12200 56.4 9500

75800* 72200* 66900. 51100 33000 23100 16800 12400 9300 6900

50 60 80 100 120 140 160 180 200 220 240

79.9 77.5 72.6 67.6 62.3 56.8 50.9 44.4 37.0 28.0 14.5

243 Ft. Boom 245.6 12000* 243.4 12000* 237.8 8000* 230.2 8000. 220.4 8000. 208.2 8000* 193.1 8000* 174.3 8000* 150.4 7800 117.9 6100 64.0 4100

30000. 30000. 30000* 30000* 20000*

50 60 80 100 120 140

80.3 78.0 73.3 68.5 63.5 58.3

253 Ft. Boom 255.8 10000* 253.7 10000. 248.3 7000* 241.0 7000. 231.7 7000. 220.2 7000.

Following 40 45 50 60 80

80.3 78.8 77.3 74.2 67.9

Load Ratings Include Jib 193 Ft. Boom 196.6 30000* 195.6 30000. 194.4 30000* 191.7 30000* 184.3 30000* 20000* 20000.

20000* 17700

160 180

52.7 46.7

206.0 188.5

7000* 7000.

7000* 7000*

140 160

46.2 37.1

143.7 120.4

16700 13100

13300 10200

200 220

40.0 32.1

16~.7 138.4

7000* 6300

5700 4200

180

25.2

85.7

10300

7700

240

21.8

97.6

4200.

30000*

50 60 80 100 120 140

77.9 75.0 69.0 62.8 56.1 48.9

204.7 202.1 195.2 185.8 173.5 157.5

30000* 30000* 20000* 20000* 20000* 16300

30000* 30000* 20000* 20000* 17300 12900

160 180 200

40.8 30.8 15.9

136.7 107.8 59.1

,2700 9900 7800

...111 ---

. i i,

10000. 10000* 7000. 7000* 7000* 7000*

174.3 161.1

203 Ft. Boom 205.8 30000*

) "/

12000* 12000* 8000* 8000. 8000. 8000. 8000. 7400 5500 4000

61.2 54.1

79.4

; ~

\

100 120

45

'

I ;

j : ,

1 ( j

; ,

C,,\ .

Maximum Load

9800 7300 5400

111.

36

~

Rated

In Pounds

J

:li;fc!;;;

\;

.

LORAIN

.

MC1650

165-TON

CAPACITY

,

II!Iji GENERAL DIMENSIONS:

'

I

'L I

0

-I -j--o.

'K

X

L

B

~~-=~

I

I

\ "--'

GG FF

TRAVEL lENGTH: TRAVEL HEIGHT:

59'-6" 13'.5"

TRAVElWIDTH: CENTERPIN-REAREND: MAX. TAil SWING: OUTRIGGERS EXTENDED:

10'.6" 11'.8" 16'.9" 22'.0"

(Add4' for Pads)

A L BB! .

i!

1

L-v

~

v--I

,

I

ABC

E

F

G

H

I

J

K

10"'" 13.2ml

13'-4.6" 14 ml

18'-8.76" 15.1 m)

3'.8" 11.1 m)

7'.3" 12.2 ml

10'.10" 13.2ml

6'.3" 11.8 ml

14'-3" 4.3 ml

21"'" (8.5 ml

68"'" 118.1ml

~'.3" 19.2 ml

L

M

N

0

P

Q

R

S

T

U

V

16'.3" 14.8 ml

4'.10" 11.4 mJ

4'.10" 11.4 m)

34'-4" 110.5m)

3'.3" 11 ml

6'.2" (1.8 m)

21'.8" 18.8 m)

8'.6" 11.~ ml

38'.8.76" (12.1 mJ

10'.11.76" (3.3 mJ

4'.10" 11.4 m)

X

Y

AA

BB

CC

DD

EE

FF

GG

HH

25'.c" (7.8 ml

10"

6"

10'-8" (3.2 m)

100"

8'.9.83"

9'.9.13"

13'-2.12"

7'.1"

11'.10"

13.4ml

(2.5ml

(2.1mJ

(3 ml

14mJ

12.18ml

(3.81m)

W 14'-6"

(4.4ml

NOTES:

l-)

D

11'.c"

1254mm) 1127mm)

(1) Basic33' (10 m) H.H. boom with no mast, 15'.3" (4.6 m) (2) Basic33' (10 m) H.H. boom with mast, 15'.3" (4.6 m) (3)

Base section only with no mast, 13'.6" (4.1 m)

(4) Basesection only with mast, 14'.3" (4.3 m) (5) Dimensions L,E,G,B,X, increaseby 4.5" (1.14mm) when undecking device is installed.

37

18

I

I

r

LORAIN

MC1650

165-TON

CAPACITY:

; \

NOTES

't

~ ..

,

j

1. Crane load ratings in pounds as determined by boom length, radius or boom angle apply to the MC-8150 Moto-Craneonly as originally manufactured,equipped and mounted on a 10 x 4 lorain MC-8150 carrier. THEYAREMAXIMUMCRANElOAD RATINGs. 2. Operatingradius is the horizontal distance from the axis of rotation ~efore loading, to the center of the vertical hoist line or tackle with 'pad applied. Crane load ratings are for machineswith 24,100 Ibs. of itandard counterweightor 58,600 Ibs. of maximumcounterweight,and

. .,

.

k. .th . for enerection, wor Ing WI do not

beyondthe maximumand minimumshown,is not intendedor approved.

22 Wh

.

should be adhered to at all times

.

1

1

V

17\(xx) 191600

~I" ..~ Ilx25. IWAC)" 44.1 - n

,

i ~

I ~

1 j

ft.

sw,

lodl..

~.

!

J

_.

~.

260 Fl. 310 Ft

1

II.- 8"

i

"

.., l.. 12bit. Ita.) fI ., fl.

0 fl.

1 fl.

30000 20000

30000 20000

,

-:-:..~

24 PI

i

Up thru 70' Over 70'

40 Ft

Upthru 70' 260Ft. 320Ft. 22000 '22000 22000 16000

50 Ft

Upthru 70' 270Ft. 330Ft, 15000 15000 15000 14000 12000 2810Lb.

\

Owr70' 10000 10000 10000 9000 8000 60Ft. Upthru~o' 270FI 340Ft 12000 12000 11000 10000 9000 3150Lb.

~ j

Owr70'

30000 20000

i 1 '

30 FI

2230 Lb.

2600lb.

14000 14000 14000 10000

Over 70 Up thru 70'

70 Ft

280 Ft

350 Fl.

o...,7n'

8000 10000

7000

8000 9000

7500 8000

7000 7000

6500

I;I1nn 5500

... 2. load ratingsfor Jibsare ~hesameas f?! the ~m

lowing conditions, straight back or forward movement, outriggers clearedof the ground,gantryerected(25 ft.-Oin. overallheight).For conditions requiring maneuverabilityreduce boom length by 10 ft. StandardCounterweight MaximumCounterweight 120 ft. boom without jib 160 ft. boom without jib 100 ft. boom and 30 ft. jib 150 ft. boomand 30 ft. jib 90 ft. boom and 70 ft. jib 140 ft. boom and 50 ft. jib 130 ft. boom and 70 ft. jib

1

to 70 ft. with centersections.The following

:..:;.~:::~

17. Thelengths listedbelowmaybe carriedoverthe rearunderthefol,

6000 6000

I

. 1

3400 lb.

4500

i

. lengthwhich is

~ :

equal to the len.~h of main boom plus lib but In no case may they ex.cee~. th.ecapacitiesshow~above. 3. With lib Installed, load ratings over main boom head must be recklC8d

as follows:..

12' 18' 1

the rear. without outriggers (Standard Counterweightor Maximum Counterweight):

24' ~

120 ft. boomwithoutjib

I

Speed restricted to low-low gear (Maximum Counterweight).

38

.

, .

6'

L- -\

-\./'

1

3750Ibs.for 70 ft. jib

-

,

Y

'

3020 Ibs. for 50 ft. jib 3450 Ibs. for 60 ft. jib

/ "'" ."

90 ft. restricted boom and ft. jib"""'" Speed to 70 5 MPH maximum (Standard Counterweight)

j

8

2320 Ibs. for 30 ft. Jib 2750 Ibs. for 40 ft. jib .. .. 0 OFFSET

Speed restricted to 5 MPHmaximum Speedrestricted to low-lowgear 18. With gantryin loweredpositionor gantryloweredand mast pinned to th~.basesection~13ft. 4.1/2in. overallheightlessjib) (19 ft. 0 in. with lib), th.efollowing.maximumboomlengthsm~y be carriedover

~--

7

75{XXJ)(XXXXJIZ5{XXJ,~

data apply:

. . . . 14. More t~an onepart hoistline must be used on any boom when lifting radiusis lessthan 20 ft, 15. Intermediatesuspensionrequiredfor booms240 ft. and over

~

.

'I

and may be extended

II~ l,..

280

.

'

for draglineserviceand 18000 Ibs. for clamshellservice. ,

POINT

4

NOTIS FORJIB APPLICATION I . J'IbS may be used st ralg . ht or 0ffse.t 30 ft . II" b 'IS 0f two-piece . . design

13. Boom 1.90 ft: and over requires mast in ad~ition to raised gantry. Mast with raised gantry may also be used with boom lengths under 190 ft.

TAPERED

3

of 28.1 tons breaking strength.

12. The totalOutriggers" weightof crane bucket plus loadup must exceed of Ibs. the "Without load ratings to anot maximum of80% 15,000

.. Jib)

I 1

25. C~aneload ratings are based on the use of dual pairs of III. in. diameterswagedpendants(6 x 25, IWRC)of 87 tons breaking strength and 20 parts of ],4 in. diameterderrickingcable (6 x 3OG,IWRC)

'

. without

J

.

I2

I

u. Iln d-

10 "Wth t 0 t . " .' . I OU U riggers craneIoad rat.Ingsaref or overrearandoverside as indicated. If loads are to be rotated over the corners of the vehicle, the outriggers should be extendedto reduce tire and axle loadings .. . . . II. The crane,. equipped with sta~dard counterweight, IS suItable for crane,dragllneand clamshellservice.

(

.1

J

.lbo.1

SWING OVERSIDEWITHTHEOUTRIGGERS RAISED OR RETRACTED

oom

1

1I

M~lmu.m Load"Z5{XXJI ~

9. The crane,equippedwith maximumcounterweight,is suitable for lifting crane serviceonly. OUTRIGGERS MUSTBE FUllY EXTENDEDDO NOT

b

,.

01 Part' , HoI'1 LIne.

blockingunderfront tires or front part of carrierframeif boom and/or load is to be movedforwardof front outriggers.

f

; .,

b I gth th t . . t. oom en s a require auxllary ou riggers exceed the radii as shown on crane load rating

Number

8. Use

0

~

24. HoIst Cable ReeVIng:

corner.

gth

1

~a~~~~gl~~ I~:~~i;t~i~~i~gb~~:ii~:y are never to be used or placed . . .

7. Do not exceedthe "over-the-rear"capacitieswhen lifting over a

en

;

23. The rear hinged auxiliary outrigger beams are to be used only when

Test Code J.765a, SAE Method of Test for Crane Structure J.987 and Safety Code for Cranes, Derricks and Hoists, ANSI 830.5.1968. 6 All t . .th t . . d " . ra Ings are WI gan ry In raise position.

I

j

chart .

5. This crane and its I.oadratings' are in accordancewith Power Crane and Shovel AssociationStandards No. I, SAE Crane load Stability

. axlmum

,

Standlrd Counterweight Mlximum Counterweipt 250 ft. boom without jib 280 ft. boom without jib 230 ft, boom and 30 ft. jib 270 ft. boom and 60 ft jib 220 ft. boom and 50 ft. jib 260 ft. boom and 70 ft: jib 210 ft boom a d 70 ft "b . n . II 21, Rear auxiliary outriggers and 16,000 Ibs. bumper counterweight are required for boom and jib combinationslonger than those shown in note 20. MaximumCounterweight 280 ft. boom and 70 tt. jib 280 ft. boom and 60 ft. jib 270 ft. boom and 70 ft. jib

4. The oper.ator and other personnel s~ould fully read and acquaint themselves withthis Operator's furnished by the manufacturer 8EFORE operating machine,Manual and Rules for Safe Operation of equipment

M

"

j ~

20. Rear auxiliary outriggers .are required for boom and Jib combinations longer than those shown In note 19.

and all other handli11gdevices,except hoist rope shall be considered . part of the load. Crane load ratings with outriggers are based on outrigger fully extendedand set to a distance of I I ft..O in. from the lo~gitudinal axis of, t,he carrier to the outrigge~ float pivot connectionand wheels within the boundary of the outriggers. Crane load ratings without outriggers dependon tire capacity and condition of tires inflated to 100 P.S.I. 3. Craneload ratings are basedon freely suspendedloadswith the machine leveled and standing on a firm, uniform supporting surface. Practical working loads depend on supporting surface, wind and other factors affecting stability, hazardous surroundings,experience of personnel and proper handling,all of which must be taken into account by the operator. Positioningor operation at radii and boom or jib lengths

.

1

maximumboom lengths may be raised unassisted,from the ho~ over the rear: Standlrd CountBrweiillt MlximumCounterwei190 ft boom without jib 240 ft. boom without jib 170 ft. boom and 50 ft. jib 220 ft. boom and 30 ft. ,. 160 ft. boom and 70 ft. jib 210 ft. boom and 60 ft. ,. 200 tt. boom and 70 tt. ~b

~o not exceed 85% of tipping loads. Ratings identified with .sterisk (*) are based on the machine's structural competence and riot on the machine stability. Weight of hooks, hook blocks, slings

16

)

19. With outriggers set, mast and gantry in raised position, the foiloWl

, JIB OFFSETS

~_.~,c

--

,

~

..

J

!.

',;y'

1 ; :