MDT 178 - Manitowoc

MDT 178
Data Sheet
FEM 1.001-A3
ASCE 7-10
15.8 ft
201.1 ft
32.8 ft
32.8 ft
1
2
56.3 ft
3.9 ft
8.0 ft
B 48.1 ft
16.4 ft
16.4 ft
16.4 ft
16.4 ft
16.4 ft
16.4 ft
16.4 ft
3
4
5
6
7
8
9
10
6.2 ft
7.9 ft
A
16.4 ft
197 ft
8.8 USt
1
2
3
4
5
6
7
8
1
2
3
4
5
6
164 ft
7
8
1
2
3
4
5
148 ft
6
7
1
2
3
131 ft
5
4
2
3
4
1
2
3
2
3.0 USt
184.1
6.0 USt
5.2 ft x 5.2 ft
6.6 ft x 6.6 ft
14.8 ft
19.7 ft
5.2 ft x 5.2 ft
12.5 ft
14.8 ft
kVA
Values have been rounded
Fleet
225.1
137.5
6.6 ft x 6.6 ft
5.2 ft x 5.2 ft
6.6 ft x 6.6 ft
+
163.9
225.1
176.5
3
Top Tracing II
ASCE
180.3
244.4
7.4 USt
Power
Control
H (ft)
FEM
178.8
5.0 USt
4
82 ft
1
2.1 USt
4.4 USt
5
98 ft
9
3.9 USt
6
115 ft
1
1.7 USt
180 ft
14.8 ft
162.3
Mast
ZC 4230
71.9
117.5
3
84.7
2
51.9
4.9 ft
104.7
4
1
5
5
4
4
3
3
2
2
1
1
19.1
ASCE
H (ft)
150.3
117.5
32.8 ft
ASCE
FEM
H (ft)
137.5
ZD 4230
FEM
H (ft)
150.3
84.7
51.9
19.1
4.9 ft
82 ft  197 ft
16.4 ft 10.9 ft
5.2 ft City
= Non-reinforced mast
= Reinforced mast
12.5 ft
14.8 ft
5.2 ft
163.9
147.5
131.1
114.7
98.3
81.9
65.5
49.0
32.6
1
ASCE
178.8
162.4
146.0
129.6
113.2
96.8
80.4
64.0
47.6
10
9
8
7
6
5
4
3
2
1
FEM
H (ft)
184.1*
167.7
151.3
134.9
118.5
102.1
85.7
69.3
52.9
36.5
P 602A
FEM
H (ft)
225.1
208.7
192.3
175.9
159.4
143.0
126.6
110.2
93.8
77.4
61.0
50.2
39.0
225.1
208.7
192.3
175.9
159.4
143.0
126.6
110.2
93.8
77.4
61.0
50.2
39.0
14
13
12
11
10
9
8
7
6
5
4
3
2
1
14
13
12
11
10
9
8
7
6
5
4
3
2
1
222.1
205.7
189.3
172.9
156.5
140.1
123.7
107.3
90.9
74.5
58.1
FEM
H (ft)
ASCE
H (ft)
12
11
10
9
8
7
6
5
4
3
2
1
12
11
10
9
8
7
6
5
4
3
2
1
244.4
233.6
222.8
206.4
190.0
173.6
157.2
140.7
124.3
107.9
91.5
75.1
222.1
205.7
189.3
172.9
156.5
140.1
123.7
107.3
90.9
74.5
58.1
17.7 ft
ASCE
H (ft)
1.0 ft
FEM
H (ft)
19.7 ft
14.8 ft
MDT 178
ASCE
13
12
11
10
9
8
7
6
5
4
3
2
1
19.7 ft
S 41A
H1 = H
H2 = H - 1.0 ft
H3 = H - 2.3 ft
V 60A
H1 = H
H2 = H - 1.3 ft
H3 = H - 2.6
V 63A
H1 = H
H2 = H - 1.6 ft
H3 = H - 3.0 ft
ZC 4230
ZD 4230
H1 = H
H2 = H + 1.0 ft
H3 = H + 0.7 ft
ZD 463
H1 = H
H2 = H
H3 = H - 0.3 ft
/
4.9 ft
176.5* 10
160.1
9
143.7
8
127.3
7
110.9
6
94.5
5
78.1
4
61.7
3
45.3
2
1
162.3
151.3
134.9
118.5
102.1
85.7
69.3
52.9
36.5
/
ASCE
H (ft)
H (ft)
FEM
H (ft)
= H (ft)
= H (ft) - 2.3 ft
ZD 463
10
9
8
7
6
5
4
3
2
1
V 63A
V 60A
82 ft  197 ft
11
10
9
8
7
6
5
4
3
2
1
14.8 ft
14.8 ft
6.6 ft
ASCE
H (ft)
4.9 ft
180.3 11
163.9 10
147.5 9
131.1
8
114.7
7
98.3
6
81.9
5
65.5
4
49.0 3
32.6
2
FEM
H (ft)
13.8 ft
ASCE
H (ft)
1.0 ft
FEM
H (ft)
10
9
8
7
6
5
4
3
2
1
ZD 463
S 41A
P 41A
34.8 ft
82 ft  197 ft
Note: When “ASCE” is noted in this data sheet it is referring to 115 mph Wind Zone, Exposure B, Design Wind Speed = 98 mph.
See back cover for design wind speed calculations.
Anchorages (Consult us for ASCE 7-10 values)
H(ft) > 681.1 ft
P 602A
681.1 ft
582.7 ft
467.8 ft
423.6 ft
308.7 ft
177.5 ft
221.8 ft
538.4 ft
353.0 ft
Load charts
197 ft
9
180 ft
9
164 ft
47
8.8
49
8.3
56
7.2
66
5.8
72
5.2
83
4.4
90 98 105
4.4 4.0 3.6
115
3.3
121
3.1
131
2.8
138
2.6
148 154 164 171 180
2.4 2.3 2.1 2.0 1.9
51
8.8
56
7.9
66
6.5
72
5.8
82
5.0
90
4.4
98 105
4.4 4.1
115
3.6
121
3.4
131
3.1
138
2.9
148 154 164
2.7 2.5 2.4
9
61
8.8
66
8.2
72
7.3
82
6.2
89
5.6
98 109 118
5.0 4.4 4.4
121
4.3
131
3.9
138
3.6
148 154 164 ft
3.4 3.2 3.0 USt
148 ft
9
68
8.8
72
8.3
82
7.1
89
6.5
98
5.7
105
5.3
115
4.7
121
4.4
132
4.4
138
4.2
148 ft
3.9 USt
131 ft
9
68
8.8
72
8.2
82
7.1
89
6.4
98
5.7
105
5.3
115
4.7
121
4.4
131 ft
4.4 USt
115 ft
9
68
8.8
72
8.3
82
7.2
89
6.5
98
5.7
105
5.3
115 ft
4.7 USt
98 ft
9
68
8.8
72
8.3
82
7.2
89
6.5
98 ft
5.7 USt
82 ft
9
69
8.8
72
8.4
82
ft
7.2 USt
49
8.5
56
7.4
66
6.1
72
5.4
85
4.4
87
4.4
98
3.7
105
3.5
115
3.1
121
2.9
131
2.6
138
2.5
148 154 164
2.3 2.1 1.9
171
1.8
180
1.7
52
8.8
56
8.2
66
6.7
72
6.1
82
5.2
93
4.4
95 105
4.4 3.9
115
3.5
121
3.3
131
3.0
138
2.8
148 154 164
2.5 2.4 2.2
171
2.1
180 ft
1.9 USt
62
8.8
66
8.3
72
7.4
82
6.4
89
5.8
98
5.2
105 112
4.7 4.4
114
4.4
121
4.1
131
3.7
138
3.5
138 148 ft
4.0 3.7 USt
48
8.8
171
2.3
187
1.8
197 ft
1.7 USt
180 ft
2.1 USt
(USt)
8.8
- 0.4 USt
4.4
=
197 ft
7
180 ft
7
164 ft
7
148 ft
7
69
8.8
72
8.4
82
7.3
89
6.6
98 105 115
5.8 5.4 4.9
125
4.4
128
4.4
131
4.3
131 ft
7
70
8.8
72
8.5
82
7.3
89
6.7
98
6
126
4.4
129
4.4
131 ft
4.3 USt
115 ft
7
70
8.8
72
8.5
82
7.4
89
6.7
98 105 115 ft
6.0 5.5 5.0 USt
8.8
98 ft
7
70
8.8
72
8.5
82
7.4
89
6.7
98 ft
6.0 USt
4.4
82 ft
7
70 72
8.8 8.6
82
ft
7.4 USt
105 115
5.5 5.0
187
1.6
(ft)
- 0.4 USt
197 ft
1.5 USt
148 154 164 ft
3.2 3.0 2.8 USt
(USt)
-0.1USt
(ft)
=
- 0.1 USt
3
Base ballast
5.2 ft
City
H (ft)
137.5 104.7
(USt) 88.2 82.7
(USt)
H (ft) 150.3 117.5
(USt) 77.2 66.1
ZC 4230
FEM
ASCE
ZD 4230
FEM
ASCE
(USt)
(USt)
184.1 167.7
H (ft)
(USt) 126.8* 99.2
(USt)
H (ft)
222.1 205.7
(USt) 145.5 119.0
(USt) 145.5
H (ft) 244.4 233.6
(USt) 198.4 185.2
ZD 463
FEM
ASCE
V 60A
FEM
ASCE
6.6 ft
84.7 51.9 19.1
60.6 60.6 60.6
(USt)
178.8 162.4 146.0 129.6 113.2 96.8 80.4 64.0 47.6
H (ft)
S 41A
FEM
ASCE
5.2 ft
71.9
77.2
V 63A
FEM
ASCE
162.3
93.7
189.3
92.6
151.3 134.9 118.5 102.1 85.7 69.3 52.9 36.5
88.2 77.2 71.7 71.7 71.7 71.7 71.7 71.7
172.9 156.5 140.1 123.7 107.3 90.9 74.5 58.1
79.4 52.9 26.5 26.5 26.5 26.5 26.5 26.5
222.8 206.4 190.0 173.6 157.2 140.7 124.3 107.9 91.5 75.1
158.7 132.3 92.6 79.4 52.9 26.5 26.5 26.5 26.5 26.5
(USt)
H (ft)
176.5 160.1 143.7 127.3 110.9 94.5
(USt) 132.3* 93.7 60.6 55.1 55.1 55.1
ZD 463
FEM
ASCE
78.1
55.1
61.7
55.1
45.3
55.1
(USt)
Counter-jib ballast
(lb) - 33 LVF
(+/- 5%)
197 ft
180 ft
164 ft
148 ft
131 ft
115 ft
98 ft
82 ft
19,687
19,257
18,750
18,100
17,350
16,535
15,730
14,914
19,290
18,861
18,353
17,703
16,954
16,138
15,344
14,517
20,040
19,610
19,103
18,453
17,703
16,887
16,072
15,267
7937 lb
2425 lb
3
3
3
3
3
3
3
2
4
4
3
3
2
1
0
3
(lb)
33,510
33,510
31,085
31,085
28,660
26,235
23,810
23,149
CAU - 7937 lb
MDT 178
31
29
(in)
9
112
110
(in)
CAV - 2425 lb
29
Component weights
Crane upper :
197 ft -
-
33 LVF
x3
x3
hH
Counter-jib
L
l
W
h
H
Pivot + cab
L
L (ft)
W (ft)
H (ft)
lb
(+/- 5%)
A
B
38.9
38.9
5.3
5.3
8.2
8.2
11,343
10,935
UltraView
14.2
7.4
8.1
12,324
33 LVF
7 DVF
36.2
9.6
8.6
8378
17.1
17.0
17.0
16.9
17.0
3.4
3.4
3.4
3.4
3.4
7.6
7.6
6.2
6.2
3.8
1323
1334
860
783
529
33.6
3.4
7.7
3208
17.0
17.0
3.4
3.4
7.6
6.2
1058
661
16.7
3.4
3.8
441
4.6
4.9
5.2
2.7
3.1
4.4
2.5
3.0
4.1
1995
2646
4453
5.2
4.4
2.9
617
3.0
0.8
4.6
617
4.6
4.1
3.1
617
4.7
4.1
3.1
617
5.0
4.3
3.1
518
4.1
0.9
5.0
551
2.6
0.6
4.5
287
l
W
H
h
Jib section
W
l
L
hH
Jib section
l W
L
H
h
Jib section
L
lW
hH
Jib section
L
l W
L
lW
H
Jib section
33 LVF
50 LVF
50 LVF GH
hH
Hoisting winch (+ rope)
L
l
W
hH
Trolley
L
8.8 USt
W
l
hH
Hook block
L
8.8 USt
l W
hH
Trolley
L
8.8 USt
W
l
h
H
Trolley
L
W
l
4.4 USt
hH
Hook block
L
8.8 USt
lW
hH
/
L
W
l
8.8 USt
4.4 USt
5
Component weights
36.7
37.7
12.9
13.8
11.7
14.3
12,930
18,155
7.3
7.3
6.9
8.2
6.8
8.1
3208
5754
5.2 ft
5.2 ft
5.2 ft
6.6 ft
33.5
33.5
33.5
33.6
5.5
5.3
5.3
6.8
5.3
5.3
5.3
6.7
7606
6096
7088
11,662
5.2 ft
5.2 ft
6.6 ft
6.6 ft
17.1
17.1
17.2
17.2
5.5
5.5
6.9
6.8
5.3
5.3
6.8
6.7
4079
4916
7165
6184
5.2 ft
6.6 ft
11.0
11.7
5.5
6.8
5.3
6.7
2998
4376
P 41A
P 602A
1.2
2.1
1.2
2.1
3.7
4.2
298
650
hH
S 41A
V 60A
V 63A
11.9
16.4
32.9
6.4
7.9
7.9
6.8
7.9
7.9
6537
9678
16,502
hH
S 41A
V 60A
V 63A
10.4
14.8
14.8
0.9
1.0
1.1
0.8
1.0
1.1
496
926
1135
hH
S 41A
V 60A
V 63A
16.7
22.0
22.0
2.0
2.3
2.3
5.8
7.6
7.6
2524
3527
4079
H
h
ZC 4230
ZD 4230
18.5
21.8
2.7
2.7
3.4
3.4
3505
4034
ZC 4230
ZD 4230
18.5
21.8
1.5
1.5
4.4
4.4
4178
4707
ZD 463
25.1
3.8
4.5
7904
ZD 463
11.2
2.3
4.4
3649
ZD 463
11.2
2.4
4.4
3682
H
h
L
l
W
hH
W
l
L
hH
W
l
L
hH
Fixing angles
L
5.2 ft
6.6 ft
5.2 ft
6.6/5.2ft
H
h
K 437C
K 639C
l
W
Chassis mast
L
Struts
W
l
L
l W
Half-bearer
Cross girder
L
l W
L
l W
L
lW
H
h
Cross girder
hH
Cross girder
MDT 178
lb
(+/- 5%)
W
l
L
K 437A
K 439A
KR 649A
K 639A
1/2 Cross girder
H (ft)
W
l
L
K 437B
KM 436E
KM 437E
K 639B
1/2 Cross girder
W (ft)
h
H
Climbing cage
K40/K40
K60/K40
L (ft)
L
W
l
H
h
L
l W
L
l W
H
h
Mechanisms
480 V - 60 Hz
33 LVF 20
Optima
fpm
USt
92
4.4
151
4.4
141
4.4
118
3.3
194
3.3
180
3.3
167
2.2
276
2.2
259
2.2
240
1.1
397
1.1
371
1.1
46
8.8
75
8.8
71
8.8
59
6.6
97
6.6
90
6.6
84
4.4
138
4.4
130
4.4
120
2.2
198
2.2
185
2.2
hp
kW
33
22
951 ft
50
37
1191 ft
50
37
2080 ft
50 LVF 20 GH
Optima
fpm
USt
fpm
USt
7 DVF 4
fpm
0  259
6.5
4.8
RVF 152
Optima+
rpm
0  0.8
2 x 5.5
2x4
fpm
59 - 118
4x6
4 x 4.4
fpm
52 - 105
4 x 8.4
4 x 6.2
RT 664
A2B - 2V
fpm
62 - 125
6 x 8.4
6 x 6.2
RT 324
fpm
49 - 98
2 x 8.4
2 x 6.2
RT 443
A1 - 2V
fpm
59 - 118
4x6
4 x 4.4
50 LVF 20
Optima
RT 443
A1 - 2V
R ≥ 10 m
RT 544
A1 - 2V
R ≥ 13 m
S 41A
V 60A
V 63A
ZC 4230
ZD 4230
ZD 463
IEC 60204-32
33 LVF : 40  27 kVA
480 V (+6% -10%) 60 Hz
-
+
kVA
50 LVF / 50 LVF GH: 54 kVA
33 LVF 20 Optima
fpm
+25 %
240
167
50 LVF 20 Optima
50 LVF 20 GH Optima
fpm
397
fpm
+25 %
276
259
151
141
92
0
0
1.1
2.2
4.4 USt
0
+25 %
371
0
1.1
2.2
4.4 USt
0
0
1.1
2.2
4.4 USt
7
Key
Jib elevation
Tightened anchorage frame
Standard equipment
Loosened anchorage frame
Options
Hoisting
Reactions in service
Trolleying
Reactions out of service
Slewing
Weight without load, without
ballast, with jib and max. height
Travelling
Total ballast weight
Required power
Truck 44 ft
Container High Cube 40 ft,
and/or Flat Rack 20 ft
*
Static use only
Consult us
Note: These mast combinations meet the EN 14439 and ASME B30.3-2012
specifications for “out of service” wind conditions, provided the illustrated wind speed matches required design wind for the location of the
tower crane. The “out of service” design wind speed was determined in
accordance with ASCE 7-10, Figure 26.5-A. The wind velocity, used for this
configuration was 98 mph (158 kph), which represents a nominal design
3-second wind gust at 33 ft (10 m) above ground for Exposure B category
A. Factor of 0.85 was applied to the 50-year ultimate design wind speed
of 115 mph (185 kph), per ASCE 37-02, with the assumption that this crane
is considered a temporary structure used during a construction period of
2 years or less.
Constant improvement and engineering progress make it necessary that
we reserve the right to make specification, equipment and price changes
without notice. Illustrations shown may include optional equipment
and accessories, and may not include all standard equipment.
Manitowoc Cranes
Regional Headquarters
Americas
Manitowoc, Wisconsin, USA
Tel: +1 920 684 6621
Fax: +1 920 683 6277
Shady Grove, Pennsylvania, USA
Tel: +1 717 597 8121
Fax: +1 717 597 4062
Europe, Middle East, Africa
Dardilly, France
Tel: +33 472 18 2020
Fax: +33 472 18 2000
China
Shanghai, China
Tel: +86 21 6457 0066
Fax: +86 21 6457 4955
Greater Asia-Pacific
Singapore
Tel: +65 6264 1188
Fax: +65 6862 4040
www.manitowoccranes.com
Potain MDT 178
Code 07-012-.25M-0814
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