MR 418 8 ft x 8 ft 3 5 6 8 ft x 8 ft 8 ft x 8 ft 19.7 ft 26.2 ft 8 ft x 8 ft 26.2 ft 32.8 ft 7.2 ft 31.3 ft 1 2 30.4 ft 34 ft 34 ft 200.3 ft 42.7 ft 197 ft 13.2 USt 87 ft 34 ft 34 ft 34 ft 4.3 ft 164 ft 1 98 ft 1 2 6 131 ft 3 6 2 4 6 3 1 2 4 5.5 USt 9.4 USt 19.8 USt 12.5 USt 26.5 USt 26.5 USt 17.2 USt Top Tracing II Fleet kVA - + Power Control ASCE 7-10 Values have been rounded.
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Embed
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 ˇ. ft ˆ ˆ ZX ˙ H˚ = H H˙ = H ˆ ˚ ft Y B H˚ = H H = H ˆ . ft H˙ = H ˆ ˙.
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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.
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.