MR 608 8 ft x 8 ft 26.2 ft 17.6 USt 115 ft 32.8 ft 7.2 ft 1 3 2 30.4 ft 34 ft 34 ft 200.4 ft 49.9 ft 9.9 USt 197 ft 6 34 ft 34 ft 5.6 ft 14.3 USt 26.5 USt 164 ft 1 4 6 3 26.2 USt 35.3 USt 98 ft 1 2 6 19.3 USt 35.3 USt 131 ft 1 3 6 2 2 5 34 ft 4 8 ft x 8 ft 8 ft x 8 ft 26.2 ft 32.8 ft ASCE 7-10 Top Tracing II Fleet kVA - + Power Control Values have been rounded.
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Embed
MR 608 · MR 608 Mast - Reactions 8 ft 98 ft 98 ft H (ft) 98 ft YM ˆ JM H˚ = H H˙ = H ˆ ˇ. ft Y B H˚ = H H = H ˆ . ft H˙ = H ˆ ˙. ft ˆ ASCE 7-10 Note: When “ASCE” is
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Transcript
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.
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.