mr 418 · mr 418 mast - reactions 98 ft 98 ft 98 ft h (ft) 98 ft8 ft ym ˆ jm h˚ = h h˙ = h ˆ...
TRANSCRIPT
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
7.2 ft
31.3 ft
1230.4 ft
34 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
Top Tracing II
Fleet 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
H (ft)
131 ft164 ft197 ft
253.6242.8231.6
151313
16.4 ft-21
10.9 ft
P 851A
295 USt579 UStF2
190 USt488 UStF3
F3F2
1 ft
1
32
45
76
11
98
10
12
171.6155.2138.8122.410689.673.2
188204.416
.4 ft
1314
220.8237.2
15 253.6270
H (ft)
16
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 802A
251 USt418 UStF2
155 USt336 USt
F3
1314
10.9
ft
98 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
MR 418
Mast - Reactions
98 ft 98 ft
98 ft
H (f
t)
8 ft 98 ft
H1 = H H3 = H - 4.6 ftYM 850 - JM 850
-
-
ZX 6830 H3 = H - 1 ftH1 = H
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 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
Y 800B ZX 6830 YM 850 JM 850H (ft) (USt) H (ft) (USt) H (ft) (USt) H (ft) (USt)
98 ft 234.3 198.4 170 144.4 260.5 238.1 287.7 224.9131 ft 223.4 198.4 159.1 133.4 249.7 238.1 282.5 238.1164 ft 212.6 198.4 153.5 155.4 238.5 238.1 271.3 238.1197 ft 196.2 198.4 137.1 166.5 216.9 238.1 254.9 238.1
Luffing 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 LVF
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 LVF320 LVF
16.118.4
7.57.1
6.37.8
23,01631,063
Luffing 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
L W
H 8 ft 15.2 19 33.6 29,200
K 850/KR 849AKRMT 849AK 849AKMT 850.10A
L W
H 8 ft
17.217.217.217.5
8.38.48.38.3
8.28.38.28.2
12,2919,0177,49612,015
KRMT 849CL W
H 8 ft 11.7 8.4 8.3 7,066
Fixing angles
L
H
W
P 802AP 851A
2.53
2.53
4. 24.9
1,0251,841
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
Cross girder
L
L
W
H
H
WZX 6830
29.9
29.9
2.5
3.7
4.9
3.6
12,004
11,607
ASCE 7-10
Mechanisms
MR 418
IEC 60204-32
480 V (+6% -10%) 60 Hz180 LVF + 150 VVF: 278 146 kVA
320 LVF + 150 VVF: 390 202 kVA
480 V - 60 Hz hp kW
180 LVF 120Optima
fpm 184 240 341 571 689 92 123 174 312 344USt 13.2 9.9 6.6 3.3 2,4 26.5 19.8 13.2 6.6 5.8
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 fpm 1 min 15 s 150 110
RVF 162 Optima + rpm 0 0,9 2 x 7.5 2 x 5.5
Y 800B
ZX 6830
RT 664
A2B - 2V fpm 62 - 125 6 x 8.4 6 x 6.2
YM 850JM 850
kVA
-+
ASCE 7-10
MR 418 Ref. 02D_ASCEUSt_MR418_2016_05-1
ASCE 7-10
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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.