02D ASCEUSt MR298 2018 30-4 - RMS Cranes · 2020-03-06 · 131 ft 139.8 145.5 154.5 166.5 209 198.4...
Transcript of 02D ASCEUSt MR298 2018 30-4 - RMS Cranes · 2020-03-06 · 131 ft 139.8 145.5 154.5 166.5 209 198.4...
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
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)
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
-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
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
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
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
-+
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.
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