MR 608

8 ft x 8 ft

26.2 ft

17.6 USt

115 ft

32.8 ft

7.2 ft

1

3230.4 ft

34 ft

34 ft

200.4 ft

49.9 ft9.9 USt

197 ft

634 ft

34 ft

5.6 ft14.3 USt

26.5 USt

164 ft

1

46

3

26.2 USt35.3 USt98 ft

12

6

19.3 USt35.3 USt

131 ft

1

36

2

2

534 ft

4

8 ft x 8 ft 8 ft x 8 ft

26.2 ft32.8 ft

ASCE 7-10

Top Tracing II

Fleet kVA

-+

Power Control

Values have been rounded.

Y 800B

F1

H (ft)

131 ft164 ft197 ft

190.6190.6190.6

999

16.4 ft111

10.9 ft11 207

H (ft)

10.9

ft16

.4 ft

1

32

45

76

910

F1

8

196.2179.8163.4147130.6114.297.881.465

26.2 ft

25.6

ft

173 USt164 USt

35.4

ft

F126.2 ft32.8 ft

32

45

76

11

98

10

12

206189.6173.2156.8140.4124107.691.2

222.4238.9

16.4

ft

74.8

13 255.3

H (ft)

1 58.4

98 ft 255.3 13

11

16.4 ft-

10.9 ft

YM 850 (26.2 ft)

H (ft)

12

131 ft 244.1 11 2164 ft197 ft

2-

244.1238.9

YM 850(26.2 ft)

F1

H (ft)

131 ft164 ft197 ft

244.1244.1249.7

111112

16.4 ft221

10.9 ft

JM 850 (32.8 ft)

JM 850(32.8 ft)

F1

210 USt251 USt

169 USt200 UStP 851A

F2

F3

F3F2

1 ft

1

32

45

76

11

98

10

12

171.6155.2138.8122.410689.673.256.8

188204.4

16.4

ft

40.4

13 220.81514 231.6

242.8H (ft)

10.9

ft

H (ft)

131 ft164 ft197 ft

237.2237.2237.2

141414

16.4 ft---

10.9 ft

340 USt491 USt225 USt392 USt

P 802A

F2

F3

1

32

45

76

11

98

10

12

F2 F3

171.6155.2138.8122.410689.673.256.8

188204.4

1 ft16

.4 ft

40.4

H (ft) H (ft)

131 ft164 ft197 ft

193.6182.4177.2

10109

16.4 ft212

10.9 ft

294 USt333 USt189 USt245 USt

98 ft

MR 608

Mast - Reactions

8 ft

98 ft 98 ft

H (f

t)

98 ft

H1 = H H3 = H - 4.6 ftYM 850 - JM 850

H1 = H H2 = H - 2.6 ft H3 = H - 3.9 ftY 800B

-

ASCE 7-10

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.

Load curves

Anchorages

MR 608

197 ft 18 115 115 121 131 138 148 154 164 171 180 187 197 ft17.6 17.5 16.5 15.3 14.6 13.4 12.9 12 11.6 10.9 10.5 9.9 USt

164 ft 16 93 98 105 115 121 131 135 148 154 164 ft26.5 24.8 23.1 21.1 19.8 18.2 17.7 16.1 15.3 14.3 USt

17.6 16 15.3 14.3 USt

131 ft 14 74 82 89 98 105 115 121 131 ft35.3 31.6 29.2 26.1 24.5 22.3 20.9 19.3 USt

17.6 USt

98 ft 11 74 82 89 98 ft35.3 31.7 29.3 26.2 USt

17.6 USt

ASCE 7-10

-33 ft -16 ft 0 16 ft

0

16 ft

33 ft

49 ft

66 ft

82 ft

98 ft

115 ft

131 ft

148 ft

164 ft

180 ft

197 ft

33 ft 49 ft 66 ft 82 ft 98 ft 115 ft 131 ft 148 ft 164 ft 180 ft 197 ft-49 ft

32.8 ft

42.7 ft

7.2 ft

38 ft

11 ft

20 ft

29 ft

26.2 USt 19.3 USt 14.3 USt 9.9 USt

164 ft131 ft98 ft 197 ft

15°

89 ft

74 ft

18 ft

16 ft

14 ft

11 ft

86°

65°56°

60 ft

59 ft

47 12

110

Base ballast

MR 608

Luffing jib

13,228 lb (lb)(+/- 5%) 13,228 lb

(lb)

98 ft 19,246 8 105,822131 ft 23,986 9 119,050164 ft 27,051 10 132,277197 ft 30,402 10 132,277

Jib weight & counter-jib ballast

8 ft

Y 800B YM 850 JM 850H (ft) (USt) H (ft) (USt) H (ft) (USt)

98 ft 207 132.3 255.3 185.2 255.3 92.6131 ft 190.6 105.8 244.1 198.4 244.1 105.8164 ft 190.6 105.8 244.1 224.9 244.1 132.3197 ft 190.6 132.3 238.9 238.1 249.7 158.7

(in)

ASCE 7-10

Dimensions and weight

Slewing crane part: 197 ft - - 180 LVF

MR 608

Slewing crane part L (ft) W (ft) H (ft) lb(+/- 5%)

Counter-jib (+ Grab rail + Platform)H

WL22.6 20.9 7.6 11,541

Strut

H

W

L 8.8 7.6 45.8 19,974

Cab

L

H

W

Ultra View 14.8 6.5 8.4 3,605

Towerhead

L

H

W

8 ft 10.6 11.9 11 26,852

Jib sectionH

L W31.5 7.2 7.5 6,460

Jib sectionL

H

W

34.734.734.734.7

6.26.26.26.2

6666

4,2114,2993,6163,086

Jib section L

H

W34.1 6.2 6 5,291

Pulley block

L

HW 4.7 1.7 8.9 3,549

Hoisting winch (+ rope)L

H

W

180 LVF320 LVF

16.118.4

6.57.2

6.37.8

23,56728,318

Luffing winch (+ rope)L

H

W150 VVF 16 5.6 7.1 11,133

Rear left derrick arm (+ auxiliary winch + pulley block)

L

H

W

7.8 3.4 4.3 1,356

Front left derrick arm L

H

W 11.5 1.4 1.6 419

Articulated derrick arm L

H

W13.8 1 1.8 694

Derrick support

L

H

W

6.5 3.6 7.4 1,477

x 11

x 10

ASCE 7-10

MR 608

ASCE 7-10

Crane tower L (ft) W (ft) H (ft) lb(+/- 5%)

Telescopic cage

L

H

W

8 ft 15.2 19 33.6 29,200

K 850/KR 849AKRMT 849AKMT 850.10AKMT 850.9A

W

H

L 8 ft

17.217.217.517.4

8.38.48.38.3

8.28.38.28.2

12,2919,01712,01510,582

KR 849CKRMT 849C

H

WL 8 ft 11.7

11.78.48.4

8.38.3

7,0447,066

Fixing angles

L

H

W

P 802AP 851A

2.53

2.53

4.24.9

1,0251,841

Basic mast unitL

H

WY 800B 19.8 9.6 9.6 19,004

Struts LH

W Y 800B 18.1 1.6 1.5 2,447

1/2 Side member L

H

W Y 800B 18.6 4.1 2.4 3,351

Side member LH

W Y 800B 39.4 4.1 2.4 6,724

Ballast support L

H

W Y 800B 12.3 1.2 3 2,392

Chassis beam L WH

Y 800B 28.5 2.7 2.4 4,938

Central cross (transport position)H

WL

YM 850JM 850 17.1 5.6 4.9 14,771

Basic mast unitH

WL

YM 850JM 850 28.7 8.2 8.2 32,187

Chassis girderH

WL

YM 850JM 850

12.517.1

33

5.15.1

6,1737,055

Chassis tiesH

WLYM 850JM 850 23.6 0.8 1.1 551

StrutsH

WLYM 850JM 850

24.626.9

2.52.5

4.34.3

4,6305,071

Mechanisms

MR 608

IEC 60204-32

480 V (+6% -10%) 60 Hz180 LVF + 150 VVF : 293 161 kVA320 LVF + 150 VVF : 405 217 kVA

480 V - 60 Hz hp kW

180 LVF 80Optima

fpm 135 177 253 315 404 69 89 128 157 203USt 17.6 13.2 8.8 6.6 4,6 35.3 26.5 17.6 13.2 10.4

180 132 3,176 ft

320 LVF 80 Optima

fpm 246 322 449 640 669 125 161 226 318 335fpm 17.6 13.2 8.8 5.5 4.5 35.3 26.5 17.6 12.2 10.4

320 240 3,432 ft

150 VVF 71 2 min 05 s 150 110

RVF 173 Optima + rpm 0 1 3 x 10 3 x 7.5

Y 800B

YM 850JM 850

kVA

-+

ASCE 7-10

MR 608 Ref. 02D_ASCEUSt_MR608_2016_14-1

ASCE 7-10

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©2016 All Rights Reserved – Manitowoc Cranes, LLC and its affiliates.

Standard equipment Jib articulation axis Slewing

Options Weathervaning position Travelling

Reactions in service Lorry 44 ft Required power

Reactions out of service Container High Cube 40 ft, and/or Flat Rack 20 ft kVA

-+Power Control Function: winch speeds adapted to the available power

Jib weight Hoisting Consult us

Total ballast weight Luffing

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.

! This commercial document is not legally binding. For any technical information, please refer to the corresponding instructions.

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