mdt 268 a - the manitowoc company/media/files/mtw direct...mdt 268 a j10 note: when “asce” is...
TRANSCRIPT
-
MDT 268 AData Sheet
FEM 1.001-A3ASCE 7-10
Values have been rounded
Top Tracing II
Fleet
MDT 268 A J10
Top SiteSmartCom
A 58.5 ft
H (ft)
54321197 ft
180 ft
164 ft
148 ft
131 ft
115 ft
98 ft
5.5 USt
5.0 USt
4.5 USt
3.9 USt
82 ft
76
54321 6
5421 6
54321
5421
4321
421
321
32.8 ft 16.4 ft
8
16.4 ft
7
32.8 ft4
32.8 ft
5
32.8 ft6
32.8 ft 16.4 ft
218.1 ft
2 3
21.9 ft
13.0 ft
213 ft
3.3 USt5.0 ft
6.6 ft x 6.6 ft 6.6 ft x 6.6 ft
14.8 ft
19.7 ft
19.7 ft
6.6 ft x 6.6 ft
245.7228.7
227.0 171.9
10.7 USt
8.7 USt
7.2 USt
6.2 USt
9.5 ft
11.0 USt
B 49.9 ft
1
8.1 ft
FEM ASCE223.1
221.5 155.5
-
188.6172.2155.8139.4123.0106.690.273.857.441.0 5.
1 ft
H (ft)
205.1
19.7 ft
1
32
45
76
11
98
10
177.8161.4145.0128.6112.295.879.468.257.441.0
H (ft)
194.2210.6
1
32
67
98
13
1110
12
45
ZX 6830
FEM ASCE
19.7 ft
34.8
ft
201.8185.4169.0152.6136.2119.8103.386.970.554.1
H (ft)
1
32
45
76
98
10
218.3
245.7 13
V 63A
FEM ASCE
17.7
ft
H (ft)
1
32
45
76
98
10
19.7 ft
201.4185.0168.6152.2135.8119.4103.086.670.253.8
H (ft)
1
32
45
76
11
98
10
12217.8
V 60A
FEM ASCE
179.5163.1146.7130.2113.897.481.064.653.537.1
1.0
ft
H (ft)
195.5212.3
1
32
56
87
12
1011
4
9
1
32
45
76
11
910
12
8
184.7168.3151.9135.5119.1102.786.369.953.537.1
H (ft)
201.1
P 602A
FEM ASCE
10.9
ft32
.8 ft
16.4
ft
= Reinforced mast
= Non-reinforced mast
6.6 ft
82 ft 213 ft
4.9
ft
H (ft)
14.8 ft
1
32
45
76
98
171.9155.5139.1122.7106.389.973.557.140.7
H (ft)
1
32
45
76
98
10
ZD 463
FEM ASCE
ZX 6830 H1 = H H3 = H - 1.0 ft
ZD 463 H2 = H H3 = H - 0.3 ftH1 = H
-
H1 = HV 60A H2 = H - 1.3 ft H3 = H - 2.6 ft
H1 = HV 63A H2 = H - 1.6 ft H3 = H - 3.0 ft
1413
228.71314 212.0
223.1
1112
201.4185.0168.6152.2135.8119.4103.086.670.253.8
217.8 1112234.6
155.5139.1122.7106.389.973.557.140.7
227.0221.514 13
12
Mast
MDT 268 A J10
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.
H (f
t)
/ =
H (f
t)H
(ft)
/
= H
(ft)
- 1.
6 ft
-
217.5 ft
348.8 ft
463.6 ft
177.
5 ft
308.
7 ft
423.
6 ft
P 602A
578.4 ft676.8 ft
538.
4 ft
H(ft) > 676.8 ft
Anchorages (Consult us for ASCE 7-10 values)
Load charts
3
213 ft 10 72 72 82 89 98 105 115 121 129 138 148 154 164 171 180 187 197 203 213 ft11.0 10.9 9.5 8.6 7.6 7.1 6.4 6.0 5.5 5.5 5.1 4.9 4.5 4.3 4.1 3.9 3.6 3.5 3.3 USt
197 ft 10 76 82 89 98 105 115 121 131 136 147 148 154 164 171 180 187 197 ft11.0 10.1 9.3 8.2 7.6 6.8 6.4 5.8 5.5 5.5 5.5 5.2 4.9 4.6 4.3 4.2 3.9 USt
180 ft 10 78 82 89 98 105 115 121 131 138 142 152 154 164 171 180 ft11.0 10.5 9.6 8.5 7.8 7.1 6.6 6.1 5.7 5.5 5.5 5.4 5.1 4.9 4.5 USt
164 ft 10 78 82 89 98 105 115 121 131 141 151 154 164 ft11.0 10.4 9.6 8.5 7.8 7.1 6.6 6.1 5.5 5.5 5.4 5.0 USt
148 ft 10 78 82 89 98 105 115 121 131 141 148 ft11.0 10.5 9.6 8.5 7.8 7.1 6.6 6.1 5.5 5.5 USt
131 ft 10 79 82 89 98 105 115 121 131 ft11.0 10.5 9.6 8.5 7.9 7.2 6.6 6.1 USt
115 ft 10 79 82 89 98 105 115 ft11.0 10.5 9.6 8.5 7.9 7.1 USt
98 ft 10 79 82 89 98 ft11.0 10.6 9.7 8.5 USt
82 ft 10 79 82 ft11.0 10.5 USt
213 ft 8 73 82 89 98 105 115 121 131 132 135 138 148 154 164 171 180 187 197 203 213 ft11.0 9.7 8.9 7.8 7.3 6.5 6.2 5.5 5.5 5.5 5.4 5.0 4.6 4.3 4.1 3.9 3.6 3.4 3.3 3.1 USt
197 ft 8 77 82 89 98 105 115 121 131 138 138 141 148 154 164 171 180 187 197 ft11.0 10.3 9.4 8.3 7.7 6.9 6.5 5.8 5.5 5.5 5.5 5.2 5.0 4.6 4.4 4.1 3.9 3.6 USt
180 ft 8 79 82 89 98 105 115 121 131 138 144 147 148 154 164 171 180 ft11.0 10.6 9.7 8.6 8.0 7.3 6.7 6.2 5.8 5.5 5.5 5.5 5.2 4.9 4.6 4.3 USt
164 ft 8 79 82 89 98 105 115 121 131 143 146 148 154 164 ft11.0 10.6 9.7 8.6 7.9 7.2 6.7 6.2 5.5 5.5 5.4 5.2 4.8 USt
148 ft 8 79 82 89 98 105 115 121 131 144 146 148 ft11.0 10.6 9.7 8.6 7.9 7.2 6.7 6.2 5.5 5.5 5.5 USt
131 ft 8 79 82 89 98 105 115 121 131 ft11.0 10.6 9.7 8.6 7.9 7.2 6.7 6.2 USt
115 ft 8 79 82 89 98 105 115 ft11.0 10.6 9.7 8.6 8.0 7.2 USt
98 ft 8 80 82 89 98 ft11.0 10.7 9.8 8.7 USt
82 ft 8 80 82 ft11.0 10.7 USt
- 0.1 USt
11.0
5.5
= - 0.1 USt(ft)
(USt)
11.0
5.5- 0.5 USt
(ft)
(USt)
= - 0.5 USt
-
CBS - 10,141 lb CBU - 6768 lb CBY - 3373 lb
(in) (in)(in)33
22
168
22
22
167
154
22
11
6.6 ft
V 60A H (ft) 217.8 201.4 185.0 168.6 152.2 135.8 119.4 103.0 86.6 70.2 53.8 FEM (USt) 145.5 105.8 79.4 52.9 39.7 39.7 39.7 39.7 39.7 39.7 39.7ASCE (USt) 145.5
V 63A H (ft) 245.7 234.6 218.2 201.8 185.4 169.0 152.6 136.2 119.8 103.3 86.9 70.5 54.1 FEM (USt) 198.4 185.2 145.5 119.0 79.4 52.9 39.7 39.7 39.7 39.7 39.7 39.7 39.7ASCE (USt)
ZD 463 H (ft) 171.9 155.5 139.1 122.7 106.3 89.9 73.5 57.1 40.7 FEM (USt) 104.7 88.2 88.2 88.2 88.2 88.2 88.2 88.2 88.2ASCE (USt) - 110.2
ZX 6830 H (ft) 227.0 221.5 210.6 194.2 177.8 161.4 145.0 128.6 112.2 95.8 79.4 68.2 57.4 41.0 FEM (USt) 155.4 - 122.4 89.3 56.2 45.2 45.2 45.2 45.2 45.2 45.2 45.2 45.2 45.2ASCE (USt)
Base ballast
MDT 268 A J10
Counter-jib ballast (lb)
(+/- 5%)
10,141 lb 3373 lb (lb)
213 ft 27,183 26,610 27,326 5 1 54,079 197 ft 26,698 26,125 26,841 5 1 54,079 180 ft 25,838 25,331 25,993 5 0 50,706 164 ft 23,744 23,237 23,898 4 1 43,938 148 ft 24,030 23,523 24,185 4 1 43,938 131 ft 21,936 21,429 22,090 4 0 40,565 115 ft 21,605 21,098 21,760 3 2 37,170 98 ft 19,775 19,268 19,930 3 1 33,797 82 ft 18,695 18,188 18,850 3 0 30,424
(lb)(+/- 5%)
6768 lb 3373 lb (lb)
213 ft 27,183 26,610 27,326 8 0 54,146 197 ft 26,698 26,125 26,841 8 0 54,146 180 ft 25,838 25,331 25,993 7 1 50,750 164 ft 23,744 23,237 23,898 6 1 43,982 148 ft 24,030 23,523 24,185 6 1 43,982 131 ft 21,936 21,429 22,090 6 0 40,609 115 ft 21,605 21,098 21,760 5 1 37,214 98 ft 19,775 19,268 19,930 5 0 33,841 82 ft 18,695 18,188 18,850 4 1 30,446
-
Component weights
5
Crane upper : 213 ft - - 50 LVF
x 6
x 5
L (ft) W (ft) H (ft) lb (+/- 5%)
Counter-jibAB
36.136.1
3.83.8
8.18.1
19,21318,629
Cab mast + cabh
lL
Ultra View 16.1 7.4 8.2 11,685
Pivot + Hoisting winch (+ rope)
h
lL
6.6 ft
50 LVF75 LVF
16.916.9
8.28.2
9.18.3
18,99320,183
Hoisting winch (+ rope)h
lL
50 LVF75 LVF
7.47.4
6.46.9
5.24.5
56446834
Jib sectionh
lL 6 DVF35.5 5.6 8.9 7760
Jib sectionh
lL
33.833.533.633.4
3.93.93.93.9
7.97.86.96.0
5335343927231753
Jib sectionh
lL
17.316.716.7
3.93.93.9
7.85.04.6
2116683485
TrolleyL l
h11.0 USt
6.1 5.0 3.4 882
Hook block
L l
h
11.0 USt3.3 1.4 6.6 694
Trolleyh
lL 11.0 USt5.2 5.0 3.2 463
Trolleyh
lL
11.0 USt
5.5 USt
5.6
6.1
5.0
5.0
3.4
3.2
540
648
Hook blockh
L /
h
L
11.0 USt
5.5 USt
5.4
3.6
0.7
0.5
5.6
4.9
717
430
h
lL
H
H
H
H
H
H
H
H
H
H
H
HH
WW
W
W
W
W
W
W
W
W
W
W
W
-
MDT 268 A J10
Component weights
L (ft) W (ft) H (ft) lb(+/- 5%)
Climbing cageh
lL 6.6 ft 37.7 13.8 14.3 18,155
K 639BL
h
l 6.6 ft 33.6 6.8 6.7 11,662
KR 649AK 639A L
h 6.6 ft
6.6 ft17.217.2
6.96.8
6.86.7
71656184
K 639CL
h
l 6.6 ft 11.7 6.8 6.7 4376
Fixing anglesh
lL
P 602A 2.1 2.1 4.2 650
Chassis masth
lL
V 60AV 63A
16.432.9
7.97.9
7.97.9
967816,502
Strutsh
lLV 60AV 63A
14.814.8
1.01.1
1.01.1
9261135
Half-bearerh
lL
V 60AV 63A
22.022.0
2.32.3
7.67.6
35274079
Cross girderh
lLZD 463 25.1 3.8 4.5 7904
1/2 Cross girderh
lLZD 463 11.2 2.3 4.4 3649
1/2 Cross girderh
lLZD 463 11.2 2.4 4.4 3682
Cross girderh
lLZX 6830 29.9 2.5 4.9 12,004
Cross girderh
lL ZX 6830 29.9 3.7 3.6 11,607
W
W
W
W
W
W
W
W
W
W
W
W
W
H
H
H
H
H
H
H
H
H
H
H
H
H
-
+25 %
5.5 USt
312
0
fpm
0
384
2.81.4
174
7
Mechanisms
IEC 60204-32
480 V (+6% -10%) 60 Hz 50 LVF : 58 kVA75 LVF : 78 kVA
480 V - 60 Hz hp kW
50 LVF 25 Optima
fpm 118 151 217 315 59 75 108 15750 37 1827 ft
USt 5.5 4.1 2.8 1.4 11.0 8.3 5.5 2.875 LVF 25 Optima
fpm 174 223 312 384 87 112 156 19275 55 2936 ft
USt 5.5 4.1 2.8 1.4 11.0 8.3 5.5 2.8
6 DVF 4 fpm 0 164 (11.0 USt) 0 328 (5.5 USt) 0 394 (2.8 USt) 5.5 4
RVF 162 Optima+ rpm 0 1 2 x 7.5 2 x 5.5
V 60A RT 544A1 - 2V
R ≥ 13 mfpm 52 - 105 4 x 8.4 4 x 6.2
V 63A
RT 664A2B - 2V fpm 62 - 125 6 x 8.4 6 x 6.2
ZD 463 RT 443A1 - 2V fpm 59 - 118 4 x 6 4 x 4.4
ZX 6830
RT 664
A2B - 2V fpm 62 - 125 6 x 8.4 6 x 6.2
75 LVF 25 Optima50 LVF 25 Optima
5.5 USt
315
0
fpm
0 2.81.4
217
118
+25 %
-
MDT 268 A J12
MDT 268 A J12
Values have been rounded
A 58.5 ft
H (ft)
54321197 ft
180 ft
164 ft
148 ft
131 ft
115 ft
98 ft
5.6 USt
4.9 USt
4.4 USt
3.9 USt
82 ft
76
54321 6
5421 6
54321
5421
4321
421
321
32.8 ft 16.4 ft
8
16.4 ft
7
32.8 ft4
32.8 ft
5
32.8 ft6
32.8 ft 16.4 ft
218.1 ft
2 3
21.9 ft
13.0 ft
213 ft
3.2 USt5.0 ft
6.6 ft x 6.6 ft 6.6 ft x 6.6 ft
14.8 ft
19.7 ft
19.7 ft
6.6 ft x 6.6 ft
245.7228.7
227.0 171.9
10.4 USt
8.4 USt
6.9 USt
6.4 USt
9.5 ft
13.2 USt
B 49.9 ft
1
8.1 ft
FEM ASCE223.1
221.5155.5
Top Tracing II
Fleet
Top SiteSmartCom
-
188.6172.2155.8139.4123.0106.690.273.857.441.0 5.
1 ft
H (ft)
205.1
19.7 ft
1
32
45
76
11
98
10
177.8161.4145.0128.6112.295.879.468.257.441.0
H (ft)
194.2210.6
1
32
67
98
13
1110
12
45
ZX 6830
FEM ASCE
19.7 ft
34.8
ft
201.8185.4169.0152.6136.2119.8103.386.970.554.1
H (ft)
1
32
45
76
98
10
218.3
245.7 13
V 63A
FEM ASCE
17.7
ft
H (ft)
1
32
45
76
98
10
19.7 ft
201.4185.0168.6152.2135.8119.4103.086.670.253.8
H (ft)
1
32
45
76
11
98
10
12217.8
V 60A
FEM ASCE
179.5163.1146.7130.2113.897.481.064.653.537.1
1.0
ft
H (ft)
195.5212.3
1
32
56
87
12
1011
4
9
1
32
45
76
11
910
12
8
184.7168.3151.9135.5119.1102.786.369.953.537.1
H (ft)
201.1
P 602A
FEM ASCE
10.9
ft32
.8 ft
16.4
ft
= Reinforced mast
= Non-reinforced mast
6.6 ft
82 ft 213 ft
4.9
ft
H (ft)
14.8 ft
1
32
45
76
98
171.9155.5139.1122.7106.389.973.557.140.7
H (ft)
1
32
45
76
98
10
ZD 463
FEM ASCE
ZX 6830 H1 = H H3 = H - 1.0 ft
ZD 463 H2 = H H3 = H - 0.3 ftH1 = H
-
H1 = HV 60A H2 = H - 1.3 ft H3 = H - 2.6 ft
H1 = HV 63A H2 = H - 1.6 ft H3 = H - 3.0 ft
1413
228.71314 212.0
223.1
1112
201.4185.0168.6152.2135.8119.4103.086.670.253.8
217.8 1112234.6
155.5139.1122.7106.389.973.557.140.7
227.0221.514 13
12
9
Mast
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.
H (f
t)
/ =
H (f
t)H
(ft)
/
= H
(ft)
- 1.
6 ft
-
Anchorages (Consult us for ASCE 7-10 values)
Load chart
MDT 268 A J12
217.5 ft
348.8 ft
463.6 ft
177.
5 ft
308.
7 ft
423.
6 ft
P 602A
578.4 ft676.8 ft
538.
4 ft
H(ft) > 676.8 ft
213 ft 10 60 66 72 82 89 98 105 108 116 121 131 138 148 154 164 171 180 187 197 203 213 ft13.2 12.0 10.8 9.3 8.5 7.4 6.8 6.6 6.6 6.3 5.7 5.4 5.1 4.7 4.4 4.2 4.0 3.7 3.5 3.4 3.2 Ust
197 ft 10 64 66 72 82 89 98 105 115 116 124 131 138 148 154 164 171 180 187 197 ft13.2 12.9 11.6 10.0 9.1 8.0 7.5 6.7 6.6 6.6 6.2 5.8 5.4 5.2 4.9 4.6 4.3 4.1 3.9 Ust
180 ft 10 66 72 82 89 98 105 115 118 127 131 138 148 154 164 171 180 ft13.2 11.9 10.3 9.4 8.3 7.7 6.8 6.6 6.6 6.4 6.1 5.6 5.3 5.0 4.7 4.4 Ust
164 ft 10 66 72 82 89 98 105 112 118 127 131 138 148 154 164 ft13.2 11.8 10.3 9.4 8.3 7.6 7.1 6.6 6.6 6.4 6.0 5.5 5.3 4.9 Ust
148 ft 10 66 72 82 89 98 105 115 118 127 131 138 148 ft13.2 11.9 10.3 9.4 8.3 7.6 6.8 6.6 6.6 6.4 6.1 5.6 Ust
131 ft 10 66 72 82 89 98 105 115 118 127 131 ft13.2 11.9 10.3 9.4 8.3 7.7 6.8 6.6 6.6 6.4 Ust
115 ft 10 66 72 82 89 98 105 115 ft13.2 11.9 10.3 9.4 8.3 7.7 6.9 Ust
98 ft 10 66 72 82 89 98 ft13.2 12.0 10.4 9.5 8.3 Ust
82 ft 10 66 72 82 ft13.2 12.0 10.3 Ust
13.2
6.6- 0.6 USt
(ft)
(USt)
= - 0.6 USt
213 ft 8 61 66 72 82 89 98 105 110 112 115 121 131 138 148 154 164 171 180 187 197 203 213 ft13.2 12.1 10.9 9.4 8.6 7.5 6.9 6.6 6.6 6.4 6.0 5.4 5.1 4.7 4.4 4.1 3.9 3.6 3.4 3.2 3.1 2.9 Ust
197 ft 8 65 66 72 82 89 98 105 115 117 119 121 131 138 148 154 164 171 180 187 197 ft13.2 13.0 11.7 10.0 9.1 8.2 7.5 6.7 6.6 6.6 6.5 5.8 5.5 5.1 4.9 4.5 4.3 4.0 3.7 3.5 Ust
180 ft 8 66 72 82 89 98 105 115 119 122 131 138 148 154 164 171 180 ft13.2 12.0 10.4 9.5 8.4 7.7 6.9 6.6 6.6 6.1 5.7 5.3 5.0 4.6 4.4 4.1 Ust
164 ft 8 66 72 82 89 98 105 115 119 121 131 138 148 154 164 ft13.2 11.9 10.3 9.4 8.3 7.7 6.9 6.6 6.6 6.1 5.7 5.2 5.0 4.6 Ust
148 ft 8 66 72 82 89 98 105 115 119 122 131 138 148 ft13.2 11.9 10.4 9.5 8.4 7.7 6.9 6.6 6.6 6.1 5.7 5.2 Ust
131 ft 8 66 72 82 89 98 105 115 119 122 131 ft13.2 12.0 10.4 9.5 8.4 7.7 6.9 6.6 6.6 6.1 Ust
115 ft 8 66 72 82 89 98 105 115 ft13.2 12.0 10.4 9.5 8.4 7.7 6.9 Ust
98 ft 8 66 72 82 89 98 ft13.2 12.0 10.4 9.5 8.4 Ust
82 ft 8 66 72 82 ft13.2 12.0 10.4 Ust
- 0.2 USt
13.2
6.6
= -0.2 USt(ft)
(USt)
-
11
Base ballast
Counter-jib ballast
CBS - 10,141 lb CBU - 6768 lb CBY - 3373 lb
(in) (in)(in)33
22
168
22
22
167
154
22
11
6.6 ft
V 60A H (ft) 217.8 201.4 185.0 168.6 152.2 135.8 119.4 103.0 86.6 70.2 53.8 FEM (USt) 145.5 105.8 79.4 52.9 39.7 39.7 39.7 39.7 39.7 39.7 39.7ASCE (USt) 145.5
V 63A H (ft) 245.7 234.6 218.2 201.8 185.4 169.0 152.6 136.2 119.8 103.3 86.9 70.5 54.1 FEM (USt) 198.4 185.2 145.5 119.0 79.4 52.9 39.7 39.7 39.7 39.7 39.7 39.7 39.7ASCE (USt)
ZD 463 H (ft) 171.9 155.5 139.1 122.7 106.3 89.9 73.5 57.1 40.7 FEM (USt) 104.7 88.2 88.2 88.2 88.2 88.2 88.2 88.2 88.2ASCE (USt) - 110.2
ZX 6830 H (ft) 227.0 221.5 210.6 194.2 177.8 161.4 145.0 128.6 112.2 95.8 79.4 68.2 57.4 41.0 FEM (USt) 155.4 - 122.4 89.3 56.2 45.2 45.2 45.2 45.2 45.2 45.2 45.2 45.2 45.2ASCE (USt)
(lb)(+/- 5%)
10,141 lb 3373 lb (lb)
213 ft 27,448 26,764 27,613 5 1 54,079 197 ft 26,830 26,169 26,963 5 1 54,079 180 ft 26,147 25,485 26,279 5 0 50,706 164 ft 24,052 23,391 24,185 4 1 43,938 148 ft 24,339 23,678 24,471 4 1 43,938 131 ft 22,245 21,583 22,377 4 0 40,565 115 ft 21,914 21,253 22,046 3 2 37,170 98 ft 20,084 19,423 20,216 3 1 33,797 82 ft 19,004 18,342 19,136 3 0 30,424
(lb)(+/- 5%)
6768 lb 3373 lb (lb)
213 ft 27,448 26,764 27,613 8 0 54,146 197 ft 26,830 26,169 26,963 8 0 54,146 180 ft 26,147 25,485 26,279 7 1 50,750 164 ft 24,052 23,391 24,185 6 1 43,982 148 ft 24,339 23,678 24,471 6 1 43,982 131 ft 22,245 21,583 22,377 6 0 40,609 115 ft 21,914 21,253 22,046 5 1 37,214 98 ft 20,084 19,423 20,216 5 0 33,841 82 ft 19,004 18,342 19,136 4 1 30,446
-
MDT 268 A J12
Component weights
Crane upper : 213 ft - - 50 LVF
x 6
x 5
L (ft) W (ft) H (ft) lb (+/- 5%)
Counter-jibAB
36.136.1
3.83.8
8.18.1
19,21318,629
Cab mast + cabh
lL
Ultra View 16.1 7.4 8.2 11,685
Pivot + Hoisting winch (+ rope)
h
lL
6.6 ft
50 LVF75 LVF
16.916.9
8.28.2
9.18.3
18,68421,727
Hoisting winch (+ rope)h
lL
50 LVF75 LVF
7.47.4
6.46.9
5.24.5
53248367
Hoisting winch (+ rope)h
lL100 LVF 14.0 7.5 7.6 10,913
Jib sectionh
lL 6 DVF35.5 5.6 8.9 7760
Jib sectionh
lL
33.833.533.633.4
3.93.93.93.9
7.97.86.96.0
5335343927231753
Jib sectionh
lL
17.316.716.7
3.93.93.9
7.85.04.6
2116683485
TrolleyL l
h13.2 USt
6.1 5.0 3.4 882
Hook block
L l
h
13.2 USt3.9 1.4 7.6 1003
Trolleyh
lL 13.2 USt5.2 5.0 3.2 463
Trolleyh
lL
13.2 USt
6.6 USt
5.6
6.1
5.0
5.0
3.4
3.2
540
648
Hook blockh
lL /
h
L
13.2 USt
6.6 USt
5.4
3.6
0.7
0.9
5.8
5.3
992
584
h
lL W
W
W
W
W
W
W
W
W
W
W
W
W W
H H
H
H
H
H
H
H
H
H
H
H
H
H
-
Component weights
13
L (ft) W (ft) H (ft) lb(+/- 5%)
Climbing cageh
lL 6.6 ft 37.7 13.8 14.3 18,155
K 639BL
h
l 6.6 ft 33.6 6.8 6.7 11,662
KR 649AK 639A L
h
l 6.6 ft
6.6 ft17.217.2
6.96.8
6.86.7
71656184
K 639CL
h
l 6.6 ft 11.7 6.8 6.7 4376
Fixing anglesh
lL
P 602A 2.1 2.1 4.2 650
Chassis masth
lL
V 60AV 63A
16.432.9
7.97.9
7.97.9
967816,502
Strutsh
lLV 60AV 63A
14.814.8
1.01.1
1.01.1
9261135
Half-bearerh
lL
V 60AV 63A
2222
2.32.3
7.67.6
35274079
Cross girderh
lLZD 463 25.1 3.8 4.5 7904
1/2 Cross girderh
lLZD 463 11.2 2.3 4.4 3649
1/2 Cross girderh
lLZD 463 11.2 2.4 4.4 3682
Cross girderh
lLZX 6830 29.9 2.5 4.9 12,004
Cross girderh
lL ZX 6830 29.9 3.7 3.6 11,607
H
H
H
H
H
H
H
H
H
H
H
H
HW
W
W
W
W
W
W
W
W
W
W
W
W
-
MDT 268 A J12
Mechanisms
IEC 60204-32
480 V (+6% -10%) 60 Hz50 LVF : 58 kVA75 LVF : 78 kVA
100 LVF : 98 kVA
480 V - 60 Hz hp kW
50 LVF 30 Optima
fpm 98 131 184 269 49 66 92 13550 37 1106 ft
USt 6.6 5 3.3 1.7 13.2 9.9 6.6 3.375 LVF 30 Optima
fpm 144 184 262 381 72 92 131 19075 55 2513 ft
USt 6.6 5 3.3 1.7 13.2 9.9 6.6 3.3100 LVF 30
Optima fpm 200 262 361 531 100 131 180 266
100 75 3087 ftUSt 6.6 5 3.3 1.7 13.2 9.9 6.6 3.3
6 DVF 4 fpm 0 164 (13.2 USt) 0 328 (6.6 USt) 0 394 (3.3 USt) 5.5 4
RVF 162 Optima+ rpm 0 1 2 x 7.5 2 x 5.5
V 60A RT 544A1 - 2V
R ≥ 13 mfpm 52 - 105 4 x 8.4 4 x 6.2
V 63A
RT 664A2B - 2V fpm 62 - 125 6 x 8.4 6 x 6.2
ZD 463 RT 443A1 - 2V fpm 59 - 118 4 x 6 4 x 4.4
ZX 6830
RT 664
A2B - 2V fpm 62 - 125 6 x 8.4 6 x 6.2
USt
531
6.6
200
361
0
fpm
0 1.7 3.3
≈ +25%
USt
144
6.6
262
381
0
fpm
0 1.7 3.3
≈ +25%
75 LVF 30 Optima 100 LVF 30 Optima50 LVF 30 Optima
+25 %
6.6 USt
184
0
fpm
0
269
3.31.7
98
-
Notes
15
-
Jib elevation
Standard equipment
Options
Reactions in service
Reactions out of service
Weight without load, without ballast, with jib and max. height
Total ballast weight
Truck 44 ft
Container High Cube 40 ft,and/or Flat Rack 20 ft
Tightened anchorage frame
Loosened anchorage frame
Hoisting
Trolleying
Slewing
Travelling
Required power
Consult us
Key
© Manitowoc 2014
www.manitowoccranes.com
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.
Potain MDT 268 ACode 14-009-.25M-0814
Manitowoc CranesRegional HeadquartersAmericasManitowoc, Wisconsin, USATel: +1 920 684 6621Fax: +1 920 683 6277
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Note: These mast combinations meet the EN 14439 and ASME B30.3-2012 specifications for “out of service” wind conditions, provided the illus-trated 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.