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

Europe, Middle East, AfricaDardilly, FranceTel: +33 472 18 2020Fax: +33 472 18 2000

ChinaShanghai, ChinaTel: +86 21 6457 0066Fax: +86 21 6457 4955

Greater Asia-PacificSingaporeTel: +65 6264 1188Fax: +65 6862 4040

Shady Grove, Pennsylvania, USATel: +1 717 597 8121Fax: +1 717 597 4062

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.