MR 418

8 ft x 8 ft

3

5

6

8 ft x 8 ft8 ft x 8 ft

19.7 ft 26.2 ft

8 ft x 8 ft

26.2 ft32.8 ft

26.2 ft

8 ft x 8 ft

7.2 ft

31.3 ft

1230.4 f

t34 ft

34 ft

200.3 ft

42.7 ft

197 ft

13.2 USt

87 ft

34 ft

34 ft34 ft

4.3 ft 164 ft

1

98 ft1

26

131 ft36

2

4

6

3

1

2

4

5.5 USt

9.4 USt

19.8 USt

12.5 USt26.5 USt

26.5 USt 17.2 USt

Anti-collisionsystem

kVA

-+

Power Control

ASCE 7-10 Values have been rounded.

35.4

ft

F126.2 ft

32.8 ft

H (ft)

131 ft164 ft197 ft

282.5271.3254.9

141413

16.4 ft1--

10.9 ft

32

45

76

11

98

10

12

205.7189.3172.9156.5140.1123.7107.390.9

222.1238.5

16.4

ft

1314

254.9271.3

15 287.7

H (ft)

1 98 ft 260.5 12

12

16.4 ft2

10.9 ft

JM 850(32.8 ft)

JM 850 (32.8 ft)

YM 850 (26.2 ft)

H (ft)

186 USt252 UstF1

10

131 ft 249.7 12 1164 ft197 ft

-1

238.5 216.9

YM 850(26.2 ft)

197 USt268 UStF1

16.4

ft

1

32

45

76

98

F1

159.1142.7126.3109.993.577.160.7

19.7 ft

5.1 f

t

170H (ft)

H (ft)

131 ft164 ft197 ft

159.1153.5137.1

987

16.4 ft-11

10.9 ft

150 USt149 UStF1

10

ZX 6830

10.9

ft

H (ft)

131 ft164 ft197 ft

215.2204.4188

121211

16.4 ft1--

10.9 ft

1

32

45

76

11

98

10

12

F2 F3

171.6155.2138.8122.410689.673.256.8

188204.4

1 ft

16.4

ft

215.2226.4

H (ft)

P 802B

251 USt418 UStF2

155 USt336 USt

F3

1314

10.9

ft

MR 418

Mast - Reactions

98 ft

98 ft

98 ft98 ft

H (ft)

131 ft164 ft197 ft

223.4212.6196.2

111110

16.4 ft1--

10.9 ft

16.4

ft

1

32

45

76

11

910

F1

8

212.6196.2179.8163.4147130.6114.297.881.4

26.2 ft

25.6

ft

H (ft)

Y 800B

10.9

ft

1312 223.4

234.3

172 USt213 USt

F1 H (f

t)

8 ft 98 ft

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.

Motorized accesses: adapted mast compositions, base ballast and reactions.

H (ft)

131 ft164 ft197 ft

270253.6237.2

161514

16.4 ft---

10.9 ft

P 854A

314 USt624 UStF2

204 USt527 UStF3

F3F2

1 ft

1

32

45

76

11

98

10

12

171.6155.2138.8122.410689.673.2

188204.4

16.4

ft

1314

220.8237.2

15 253.6270

H (ft)

1617 280.8

98 ft

- ZX 6830 H3 = H - 1 ftH1 = H

- - - ZY 854 H1 = H H3 = H - 4.6 ftYM 850 - JM 850 -

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

H (ft)

131 ft164 ft197 ft

242.5231.6215.2

141211

16.4 ft-22

10.9 ft

ZY 854

194 USt264UStF1

1

32

45

76

11

98

10

12

177.1160.7144.3127.9111.595.178.7

193.5209.9

16.4

ft

1314

226.3242.7253.6

H (ft)

15

F1

6.4

ft

26.2 ft

10.9

ft

Load curves

Anchorages

MR 418

197 ft 19 87 92 98 115 131 148 164 180 197 ft13.2 12.6 11.7 9.9 8.6 7.6 6.7 6.1 5.5 USt

164 ft 17 77 79 82 85 92 98 115 118 131 148 164 ft19.8 19.5 18.7 18 16.5 15.3 13 - 11.2 9.8 8.7 USt

13.2 11.9 10.5 9.4 USt

131 ft 14 62 66 72 79 82 85 92 98 115 124 131 ft26.5 24.8 22.5 20.5 19.6 18.8 17.4 16.1 13.7 - 11.8 USt

13.2 12.5 USt

98 ft 12 66 72 79 82 85 92 98 ft26.5 23.9 21.8 209 20.1 18.5 17.2 USt

13.2 USt

ASCE 7-10

31.3 ft

35.6 ft

86°

12 ft

14 ft

17 ft

19 ft

7.2 ft

-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

42 ft

16 ft

25 ft

33 ft

17.2 USt 12.5 USt 9.4 USt 5.5 USt

164 ft131 ft98 ft 197 ft

15°

77 ft

47 ft

75 ft

61 ft

Base ballast

MR 418

8 ft

ZX 6830 ZY 854 Y 800B YM 850 JM 850H (ft) (USt) H (ft) (USt) H (ft) (USt) H (ft) (USt) H (ft) (USt)

98 ft 170 144.4 253.6 238.1 234.3 198.4 260.5 238.1 287.7 224.9131 ft 159.1 133.4 242.5 238.1 223.4 198.4 249.7 238.1 282.5 238.1164 ft 153.5 155.4 231.6 238.1 212.6 198.4 238.5 238.1 271.3 238.1197 ft 137.1 166.5 215.2 238.1 196.2 198.4 216.9 238.1 254.9 238.1

Lung jib

50 10

88

9,700 lb (in)

(lb)(+/- 5%) 9,700 lb

(lb)

98 ft 18,276 7 67,902131 ft 21,197 8 77,603164 ft 24,063 9 87,303197 ft 26,566 9 87,303

Jib weight & counter-jib ballast

ASCE 7-10

Dimensions and weight

Slewing crane part: 197 ft - - 180 HPLTM

x 11

x 10

MR 418

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

Counter-jib (+ Grab rail + Platform)L

H

W21.1 20.8 6.9 9,270

Strut L

H

W

8.4 6.9 38.8 12,236

CabH

L W

Ultra View 14.5 6.5 8.2 3,616

Towerhead

L

H

W

8 ft 10.1 10.7 11.1 23,082

Jib sectionL

H

W31.2 6.9 7.5 5,864

Jib section L W

H

34.534.534.534.534.4

6.26.26.26.26.2

5.85.85.85.87.9

2,9322,8552,5792,3044,431

Pulley block

L

WH

/

L

W

HGH

2.95.1

1.81.5

8.48.2

2,6011,521

Hoisting winch (+ rope)L

H

W

180 HPLTM320 LVF

16.118.4

7.57.1

6.37.8

22,63031,063

Lung winch (+ rope)L

H

W150 VVF 16 5.6 7.1 10,880

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

L

H

W

7.8 3.4 4.3 1,356

Front left derrick arm LWH L

H

W 11.5 1.4 1.6 419

Articulated derrick arm LW

H13.8 1 1.8 694

Derrick support

L

H

W

6.5 3.6 7.4 1,477

ASCE 7-10

MR 418

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

Telescopic cage T 851

WL

H 8 ft 36.7 15.9 19 34,723

K 850/KR 849BKM 850.10BKM 850.14BK 850/KR 849AKRMT 849AK 849AKR 849AKMT 850.10AKMT 850.14A

L W

H 8 ft

33.633.933.917.217.217.217.217.517.5

8.38.38.38.38.48.38.38.38.3

8.28.28.28.28.38.28.28.28.2

20,87822,20124,67012,2919,0177,4969,45812,015 13,206

KRMT 849CH

WL 8 ft 11.7 8.4 8.3 7,066

Fixing anglesH

WL

P 802BP 854A

2.53

2.53

4. 24.9

1,0252,072

Basic mast unitL W

HY 800B 19.8 9.6 9.6 19,004

Struts L WH

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 W

HY 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)L W

H YM 850JM 850 17.1 5.6 4.9 14,771

Basic mast unitL W

H YM 850JM 850 28.7 8.2 8.2 32,187

Chassis girderL W

H YM 850JM 850

12.517.1

33

5.15.1

6,1737,055

Chassis ties WLH YM 850

JM 850 23.6 0.8 1.1 551

Struts L W

H YM 850JM 850

24.626.9

2.52.5

4.34.3

4,6305,071

1/2 Cross girderL W

HZY 854 18.6 3.2 7.4 13,095

Cross girder

L

H

W

W

H

L

ZY 854

ZX 6830

39

29.9

29.9

4.7

3.7

2.5

7.4

3.6

4.9

29,432

11,607

12,004

ASCE 7-10

Mechanisms

MR 418

IEC 60204-32

480 V (+6% -10%) 60 Hz180 HPLTM + 150 VVF: 278 146 kVA320 LVF + 150 VVF: 390 202 kVA

480 V - 60 Hz hp kW

180 HPLTM 120fpm 184 226 302 476 689 92 113 153 243 344USt 13.2 9.9 6.6 3.3 1.7 26.5 19.8 13.2 6.6 3.5

180 132 1,811 ft

320 LVF 120Optima

fpm 331 427 581 797 833 166 213 312 400 417USt 13.2 9.9 6.6 4.2 3.3 26.5 19.8 13.2 9.9 8.4

320 240 2,710 ft

150 VVF 56 1 min 15 s 150 110

RVF 162 Optima + rpm 0 0,9 2 x 7.5 2 x 5.5

kVA

-+

ASCE 7-10

MR 418 Ref. 02D_ASCEUSt_MR418_2016_05-5

ASCE 7-10

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 Lung

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

© 2020 The Manitowoc Company, Inc.www.manitowoc.com

These mast combinations meet the EN 14439 and ASME B30.3-2016 specifications for “out of service” wind conditions, provided the illustrated wind speed matches required design wind speed for the location of the tower crane. The “out of service” design wind speed was determined in accordance with ASCE 7-10, Figure 26.5-1A. 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 700-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.