~ ;; . ,;.
;.
.
~
RANGE
~
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
-
~
~J
--
~
~
r
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
!
: J
;
" \ "
~
, .
.,
66600*
J J \
..
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
j
r
i
LORAIN
MC1650
165-TON
CAPACITY
..
~ ,~
)
~
) ,
"-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
t~1c,
1111111___111111:" .
.c,;.
I
LORAIN
MC1650
165-TON
T
CAPACITY
,.
i
, I \
j
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 ; :