02d asceust mr298 2018 30-4 - rms cranes · 2020-03-06 · 131 ft 139.8 145.5 154.5 166.5 209 198.4...

8
MR 298 Anti-collision system kVA - + Power Control ASCE 7-10 Values have been rounded. 27.1 ft 49.2 ft 13.2 USt 2.6 USt 197 ft 2 8 3 32.8 ft 4 5 16.4 ft 6 7 90 ft 16.4 ft 16.4 ft 16.4 ft 32.8 ft 204.8 ft 32.8 ft 32.8 ft 7.3 ft 6.6 ft x 6.6 ft 8 ft x 8 ft 6.6 ft x 6.6 ft 8 ft x 8 ft 26.2 ft 6.6 ft x 6.6 ft 19.7 ft 19.7 ft 8 ft x 8 ft 19.7 ft 1 17.6 USt 26.5 USt 98 ft 115 ft 131 ft 148 ft 164 ft 180 ft 5 5 3 5 1 1 1 1 2 3 4 5 6 8 1 2 3 4 6 8 7 1 2 3 4 6 8 1 2 3 4 8 1 2 4 8 1 4 8 4.9 USt 6.3 USt 7.9 USt 10 USt 13.2 USt 3.6 USt 22 USt 26.5 USt 26.5 USt 26.5 USt

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Page 1: 02D ASCEUSt MR298 2018 30-4 - RMS Cranes · 2020-03-06 · 131 ft 139.8 145.5 154.5 166.5 209 198.4 ... Tee mat combination meet te E 29987 an ASME B8-.810-2( peci)cation for ot of

MR 298

Anti-collisionsystem

kVA

-+

Power Control

ASCE 7-10 Values have been rounded.

27.1 ft

49.2 ft

13.2 USt

2.6 USt197 ft2

8

332.8 ft 45

16.4 ft

6 7

90 ft

16.4 ft

16.4 ft 16.4 ft

32.8 ft204.8 ft

32.8 ft32.8 ft

7.3 ft

6.6 ft x 6.6 ft8 ft x 8 ft

6.6 ft x 6.6 ft 8 ft x 8 ft

26.2 ft

6.6 ft x 6.6 ft

19.7 ft19.7 ft

8 ft x 8 ft

19.7 ft

1

17.6 USt

26.5 USt

98 ft

115 ft

131 ft

148 ft

164 ft

180 ft

5 5

3

51

1

1

12 3

45

68

12 3

46

87

12 3

46

8

12 3

48

12

48

14

8

4.9 USt

6.3 USt

7.9 USt

10 USt

13.2 USt

3.6 USt

22 USt

26.5 USt

26.5 USt

26.5 USt

Page 2: 02D ASCEUSt MR298 2018 30-4 - RMS Cranes · 2020-03-06 · 131 ft 139.8 145.5 154.5 166.5 209 198.4 ... Tee mat combination meet te E 29987 an ASME B8-.810-2( peci)cation for ot of

1

32

45

76

910

8

F3F2

172.2155.8139.4123106.690.273.857.4

H (ft)

16.4

ft

1 ft

11 183.410.9

ft

115 ft131 ft148 ft164 ft180 ft

177.8172.2161.4150.6139.4

910888

16.4 ft2-21-

10.9 ft

197 ft 139.4 -8

P 602B

249 USt326 UStF2

179 USt271 UStF3

H (ft)

ZX 6830

147 USt156 UStF1

F1

1

32

45

76

98

10 176.5160.1143.7127.3110.994.578.161.7

H (ft)

19.7 ft

16.4

ft

5.1 f

t

115 ft131 ft148 ft164 ft180 ft

165.4154.5143.7132.6127.3

88867

16.4 ft21-2-

10.9 ft

197 ft 127.3 7 -

H (ft)

98 ft

Mast - Reactions

6.6 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.

MR 298

V 60A

141 USt151 UStF1

115 ft131 ft148 ft164 ft180 ft

156.2139.8128.9118.1107

87555

16.4 ft--21-

10.9 ft

197 ft 101.7 4 1

H (ft)

1

32

45

76

98

F1

172.6156.2139.8123.410790.674.2

H (ft)

16.4

ft

17.7

ft19.7 ft

98 ft

8 ft

P 802B

242 USt400 UStF2

161 USt333 UStF3

H (ft)

115 ft131 ft148 ft164 ft180 ft

206.4195.2190178.8173.6

111110109

16.4 ft1-1-1

10.9 ft

197 ft 168 8 2

1

32

45

76

11

98

10

12

F2 F3

178.8162.4146129.6113.296.880.464

195.2206.4

H (ft)

1 ft16

.4 ft

6.6

ft

13217.2

10.9

ft

Y 800B

163 USt216 UStF1

115 ft131 ft148 ft164 ft180 ft

219.8209198.2187181.8

119998

16.4 ft-21-1

10.9 ft

197 ft 176.2 7 2

H (ft)

16.4

ft

1

32

45

76

11

910

F1

12

8

H (ft)

219.8203.4187170.6154.2137.8121.410588.6

231

26.2 ft

25.6

ft

6.6

ft

10.9

ft

16.4

ft

ZX 6830

144 USt150 UStF1

1

32

45

76

98

F1

161.1150.3133.9117.5101.184.768.2

H (ft)

19.7 ft

5.1 f

t

6.6

ft

115 ft131 ft148 ft164 ft180 ft

155.5144.7133.9122.7117.5

77756

16.4 ft21-2-

10.9 ft

197 ft 117.5 6 -

H (ft)

10.9

ft

98 ft 98 ft 98 ft

ZX 6830 H3 = H - 1 ftH1 = H

H1 = H

Y 800B

H2 = H - 1.3 ft H3 = H - 2.6 ft

H1 = H H2 = H - 2.6 ft H3 = H - 3.9 ft

V 60A

-

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

H (f

t)

Page 3: 02D ASCEUSt MR298 2018 30-4 - RMS Cranes · 2020-03-06 · 131 ft 139.8 145.5 154.5 166.5 209 198.4 ... Tee mat combination meet te E 29987 an ASME B8-.810-2( peci)cation for ot of

Load curves

Anchorages

ASCE 7-10

MR 298

197 ft 16 90 98 105 115 121 131 138 148 154 164 180 197 ft13.2 11.4 10.3 8.8 7.9 6.8 6.2 5.3 4.7 4.1 3.1 2.6 USt

180 ft 16 71 72 82 90 92 98 105 115 121 131 138 148 154 164 180 181 ft17.6 17.3 14.3 - 11.9 10.7 9.5 8 7.3 6.2 5.5 4.6 4.1 3.4 2.9 2.9 USt

13.2 12.9 11.6 10.5 8.9 8.2 7.1 6.4 5.5 5 4.3 3.6 3.6 USt

164 ft 16 61 66 72 82 91.5 92 98 105 115 121 131 138 148 154 164 165 ft22 20 17.4 14.3 - 12 10.7 9.6 8.2 7.3 6.2 5.5 5.3 4.7 4 3.9 USt

13.2 13.1 11.8 10.7 9.1 8.4 7.3 6.6 5.6 5.2 4.9 4.7 USt

148 ft 13 54 56 66 72 82 89 93 98 105 115 121 131 138 148 149 ft26.5 25.4 20.4 17.9 14.8 13.1 - 11.1 9.9 8.5 8.3 7.2 6.4 5.4 5.3 USt

13.2 12.2 11 9.5 8.7 7.5 6.8 6.3 6.2 USt

131 ft 13 55 56 66 72 82 89 94 98 105 115 121 131 133 ft26.5 25.7 20.7 18.2 15.1 13.4 - 11.4 10.9 9.4 8.5 7.2 6.9 USt

13.2 12.5 11.2 9.7 8.8 7.9 7.7 USt

115 ft 13 55 56 66 72 82 89 96 98 105 115 118 ft26.5 26 20.9 18.4 15.3 13.7 - 12.3 11.1 9.5 9 USt

13.2 12.8 11.6 10 9.9 USt

98 ft 10 55 56 66 72 82 89 95 98 102 ft26.5 26 21.1 18.5 15.5 14.4 13 12.2 11.6 USt

13.2 12.6 USt

Page 4: 02D ASCEUSt MR298 2018 30-4 - RMS Cranes · 2020-03-06 · 131 ft 139.8 145.5 154.5 166.5 209 198.4 ... Tee mat combination meet te E 29987 an ASME B8-.810-2( peci)cation for ot of

-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

13.2 USt

7.3 ft

27.1 ft

42.7 ft

72.5 ft

65.6 ft

68.9 ft

62.3 ft

62.3 ft

59.1 ft

59.4 ft

41.3

ft

15.4

ft

19.7

ft

24 ft

28.2

ft

32.5

ft

36.7

ft

4 ft

15°

86°

-49 ft

12.1

ft

16.4

ft

20.7

ft

24.9

ft

29.2

ft

33.5

ft

10 USt

7.9 USt

6.3 USt

4.9 USt

3.6 USt

2.6 USt

180 ft164 ft148 ft131 ft115 ft98 ft 197 ft

13 ft

13 ft

16 ft

10 ft

13 ft

16 ft

16 ft

32

149

24

9

32

89

Base ballast

Luffing jib

Jib weight & counter-jib ballast

ASCE 7-10

MR 298

6.6 ft 8 ft

V 60A ZX 6830 Y 800B ZX 6830H (ft) (USt) H (ft) (USt) H (ft) (USt) H (ft) (USt)

98 ft 172.6 145.5 176.5 155.4 231 185.2 161.1 144.4115 ft 156.2 145.5 165.4 166.5 219.8 198.4 155.5 166.5131 ft 139.8 145.5 154.5 166.5 209 198.4 144.7 155.4148 ft 128.9 145.5 143.7 166.5 198.2 198.4 133.9 155.4164 ft 118.1 145.5 132.6 166.5 187 198.4 122.7 155.4180 ft 107 145.5 127.3 188.5 181.8 198.4 117.5 166.5197 ft 101.7 145.5 127.3 199.5 176.2 198.4 117.5 177.5

CBJ - 8,708 lb CBK - 2,205 lb

(in) (in)

(lb)(+/- 5%)

180 HPLTM

8,708 lb 2,205 lb (lb)

98 ft 12,192 4 0 34,833115 ft 14,065 4 0 34,833131 ft 15,807 4 0 34,833148 ft 17,196 4 0 34,833164 ft 18,508 4 1 37,038180 ft 19,709 4 1 37,038197 ft 20,988 4 1 37,038

Page 5: 02D ASCEUSt MR298 2018 30-4 - RMS Cranes · 2020-03-06 · 131 ft 139.8 145.5 154.5 166.5 209 198.4 ... Tee mat combination meet te E 29987 an ASME B8-.810-2( peci)cation for ot of

Dimensions and weight

Slewing crane part: 197 ft - - 180 HPLTM

x 7

x 7

ASCE 7-10

MR 298

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

Counter-jib H

WL25.7 19.6 15.7 16,887

Strut H

WL

8.1 7.2 39 18,475

Cab

WL

HUltra View 15.1 7.2 9.6 4,453

Towerhead

L W

H 6.6 ft 10.2 9.8 10.2 21,275

Jib section L W

H33.7 6.2 6.5 3,990

Jib section W

H17171717

5.95.95.95.9

5.55.45.45.4

1,4991,6311,1351,257

Jib section H

WL33.433.4

5.95.9

5.55.4

2,9102,337

Jib sectionWL

H38.9 6 6.9 3,197

Pulley block H

WL

5.1 1.5 8.2 2,017

Hoisting winch (+ rope) H

W L180 HPLTM 16.1 7.4 6.3 23,623

Luffing winch (+ rope) H

LW100 VVF 10.4 5.8 6.2 7,837

Page 6: 02D ASCEUSt MR298 2018 30-4 - RMS Cranes · 2020-03-06 · 131 ft 139.8 145.5 154.5 166.5 209 198.4 ... Tee mat combination meet te E 29987 an ASME B8-.810-2( peci)cation for ot of

ASCE 7-10

MR 298

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

T 61T 851

H

WL

6.6 ft 8 ft

35.536.7

13.615.9

14.719

21,38534,723

K 649BKM 649E L

H

W 6.6 ft 33.6

33.86.86.7

6.76.7

11,66310,692

K 649AKMT 649AKR 649AKRMT 649AKRMT 849AK 849AKR 849A

L

H

W

6.6 ft 6.6 ft 6.6 ft 6.6 ft 8 ft 8 ft 8 ft

17.217.217.217.217.217.217.2

6.86.86.96.98.48.38.3

6.76.76.86.88.38.28.2

6,1845,6667,1656,7249,0177,4969,458

K 649CKRMT 649CKRMT 849C L

H

W

6.6 ft 6.6 ft 8 ft

11.711.711.7

6.86.98.4

6.76.88.3

4,3765,4017,066

K800/KR60Connecting mast

H

L W 8/6.6 ft 7.3 10.7 8.1 9,304

Fixing angles H

WL

P 602BP 802B

2.12.5

2.12.5

4.24.2

6501,025

Basic mast unit H

WL

V 60AY 800B

16.419.8

7.99.6

7.99.6

9,67419,004

Struts H

WLV 60AY 800B

14.818.1

11.6

11.5

9192,447

Half-bearerH

WLV 60A 22 2.3 7.6 3,519

1/2 Side memberH

WL Y 800B 18.6 4.1 2.4 3,351

Side member H

WL Y 800B 39.4 4.1 2.4 6,724

Ballast support H

WL Y 800B 12.3 1.2 3 2,392

Chassis beamH

WL Y 800B 28.5 2.7 2.4 4,938

Cross girder

H

WL

H

WL

ZX 6830 29.929.9

2.53.7

4.93.6

12,00411,607

Page 7: 02D ASCEUSt MR298 2018 30-4 - RMS Cranes · 2020-03-06 · 131 ft 139.8 145.5 154.5 166.5 209 198.4 ... Tee mat combination meet te E 29987 an ASME B8-.810-2( peci)cation for ot of

Mechanisms

ASCE 7-10

MR 298

480 V - 60 Hz hp kW

180 HPLTM 120fpm 184 226 302 461 689 92 115 153 246 344

180 132 2,044 ftUSt 13.2 9.9 6.6 3.3 0.9 26.5 19.8 13.2 6.6 3.1

100 VVF 40 1 min 40 s 100 75

RVF 172 Optima+ rpm 0 0.9 2 x 10 2 x 7.5

IEC 60204-32

480 V (+6% -10%) 60 Hz 243 171 kVA kVA

-+

Page 8: 02D ASCEUSt MR298 2018 30-4 - RMS Cranes · 2020-03-06 · 131 ft 139.8 145.5 154.5 166.5 209 198.4 ... Tee mat combination meet te E 29987 an ASME B8-.810-2( peci)cation for ot of

MR 298 Ref. 02D_ASCEUSt_MR298_2018_30-4

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 Luffing

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.

! 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