~
;;
.
,;.
;.
.
~
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
<
200
~
190
W
>
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
--
,
~
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',;y'
1
;
: