Potain MR418-FEM-Luffing Tower crane

We provide Alimak personnel and material hoists like Alimak Scando 650, Alimak Scando 28 37, and Alimiank Scando 450 for both industrial and construction industries.

1. MR 418
Data Sheet
FEM 1.001-A3
ASCE 7-10
Values have been rounded
Power
Control Top Tracing II
kVA
-+
Fleet
4180-30704180-3
4
1
4180-30704180-34180-30704180-3
39120-3 56150-3
4180-30704180-3
56150-3
4180-37
381-37
4984-37
9
142.5-3745.2-37 45.2-37
12284-37
5183-37
686-()7
9ffi3-37
94.1-()7
0384-37
45.2-37
45.2-37 45.2-37
584-37
ffi85-()7
9ffi80-()7
955-37
9
93.1-()7
1586-()7
ffi0-37
9
1
5
9186-()7
1586-()7
949-374
5
1
5
5
4
9
1
5
5

2. Mast
MR 418
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.
4180-37
3-9372
FEM ASCE
739225
4084-37
580-37
56(8)
5ffi484
51186
5(587
54485
5)081
5)85
ffi(8ffi
3-9372
41586
47(87
44ffi8)
45)81
55785
4ffi084
7
1
0
6
ffi
57
5)
5
5(
51
5ffi
50
4
5
639(2)-
FEM ASCE
58)-37
3-93723-9372
FEM ASCE
6392ffi0


5)85-37
(486-37
5087-37
= Reinforced mast
= Nonreinforced mast
= K mast
95237©
(187-37
4084-37
(486-37
5
(
4
7
1
5
6
51
5(
5)
57
50
ffi
55
0
3-9372
4ffi085
45(8(
4)18ffi
5658(
5ffi485
51081
57)85
54(8ffi
5)ffi8(
5)85
ffi781
40)81
47785
44ffi8ffi
45081
1685
FEM ASCE
5
(
4
7
1
ffi
0
55
5
6
5)
54
57
5(
5ffi58051184
5(686
54487
5)08)
6580
ffi(84
1086
5668)
4)787
44)86
4(ffi84
7)87
5
(
4
7
1
5
0
5(
55
5)
54
ffi
50)86
57787
5468)
55086
5)08)
6580
ffi(84
1086
5ffiffi84
55(80
6
45)8)
7)87
(
7
1
0
6
ffi
5)
5
4
5
(
(
4
7
1
ffi
0
55
5
6
5)
54
5(
5
55084
5ffi586
50(87
5 7ffi8)
5()80
55784
5ffi86
6587
45480
4458)
47187
018)
5
(
4
7
1
5
6
51
5(
5)
57
50
ffi
55
03-9372
3-9372
3-9372
185-37
3-9372
558ffi-37
5
(
4
7
1
ffi
0
5
6
5)
3-9372
fi392
FEM ASCE
57



5087-37
3-9372
5(5-37
507-37
55ffi-37
44087
45)8)
55(80
0
ffi
ffi
5087-37
0
7
(
5087-37



5)85-37
FEM
4
4
4
5)85-37



5087-37
3-9372
5(5-37
507-37
55ffi-37
44)86
4)787
5668)
1
7
(
5087-37
6
6
6
5087-37



5)85-37
ASCE



5)85-37



5087-37
3-9372
5(5-37
507-37
55ffi-37
4458)
45 ffi8 6
4)587
ffi
0
0
5087-37
1
7
(
5087-37



5)85-37
FEM

4
4
5)85-37
5087-37
3-9372
5(5-37
507-37
55ffi-37
5087-375087-37 5)85-37
ASCE
5)85-37
44087



5087-37
3-9372
5(5-37
507-37
55ffi-37
5078ffi
51585
5768(
ffi
6
ffi
5087-37
5
5

5087-37



5)85-37
FEM
4

4
5)85-37



5087-37
3-9372
5(5-37
507-37
55ffi-37
5078ffi
51585
5768(
ffi
6
ffi
5087-37
5
5

5087-37



5)85-37
ASCE
4

4
5)85-37
7
7
7
5087-37
3-9372
5(5-37
507-37
55ffi-37
46481
4ffi58(
40)81
1
0
0
5087-37
1
7
4
5087-37



5)85-37
FEM
5

4
5)85-37
7
7
7
5087-37
3-9372
5(5-37
507-37
55ffi-37
46481
4ffi58(
41185
1
0
ffi
5087-37
1
7
4
5087-37



5)85-37
ASCE
5


5)85-37
(
4
7
1
ffi
0
5
6
5)
5
5ffi181
51585
5748ffi
5408(
5)585
5(81
ffi ffi85
0)8ffi
5ffi181
51585
5748ffi
5408(
5)585
5(81
ffi ffi85
0)8ffi
55
54
57
5(
51
5ffi
50
55
54
56(8)
5ffi484
51186
5(587
54485
5)081
5)85
ffi(8ffi
41586
47(87
44ffi8)
45)81
55785
4ffi084
1
7
7
5087-37
3-9372
5(5-37
507-37
55ffi-37
40185
4768ffi
4(ffi85
ffi
ffi
6
5087-37
(
(
4
5087-37



5)85-37
FEM
5
5

5)85-37
1
7
7
5087-37
3-9372
5(5-37
507-37
55ffi-37
40185
4768ffi
4(ffi85
ffi
ffi
6
5087-37
(
(
4
5087-37



5)85-37
ASCE
5
5

5)85-37
JM  . ft
JM  . ft
4
5
4
5087-37
3-9372
56-37
5(5-37
55ffi-37
4ffi58(
41785
44ffi8ffi
0
ffi
0
5087-37
0
1
4
5087-37



5)85-37
FEM


4
5)85-37
YM  . ft
4507-37477851 7 4
5
5
5
5087-37
3-9372
56-37
5(5-37
55ffi-37
40)81
47580
4448(
1
0
6
5087-37
0
1
4
5087-37



5)85-37
ASCE
4
5

5)85-37
YM  . ft
5507-374(68ffiffi7
54 54
4ffi085
45(8(
4)18ffi
5658(
5ffi485
51081
57)85
54(8ffi
5)ffi8(
5)85
ffi781
40)81
47785
44ffi8ffi
45081
1685
35-©-3 H = H  . ft
??-61)--??-61)
              
              
??-06() H = H  . ft35-©-3
35-©-3 H = H  . ft H = H  . ft
?-6))?
H (ft)

3. Load charts
3
418.4-37
11309-37
21205-37
31403-37
56106-37
46401-37
16(08-37
91(06-37
85406-37
2)604-37
3)809-37
4180-3 -----ffi5377-©-85406-37
41808-37
389.4-37
25402-37
63105-37
44601-37
5210(-37
3)(04-37
16409-37
683.8-37
4180-37 -----ffi5377-©-16409-37
197 ft 19 879298115131148164180197ft
13.212.611.79.98.67. 66.76.15.5USt
164 ft 17 777982859298115118131148164ft
19.819.518.718.016.515.313.0-11.29.88.7USt
13.211.910.59.4USt
131 ft 14 6266727982859298115124131ft
26.524.822.520.519.618.81 7.416.113.7-11.8USt
13.212.5USt
98 ft 12 66727982859298ft
26.523.921.820.920.118.51 7. 2USt
13.2USt
Anchorages (Consult us for ASCE 7-10 values)
98 ft
98 ft

4. ASCE 8.0 ft

Y 800B

ZX 6830

YM 850

JM 850
H (ft) (USt)H (ft) (USt)H (ft) (USt)H (ft) (USt)
98 ft 175.5 260.5224.9293.3224.9
131 ft 164.7 249.6211.6282.5224.9
164 ft 159.1 238.7224.9271.3224.9
197 ft 148.3 222.3224.9255.1224.9
Base ballast
MR 418
Jib weight & counter-jib ballast
(lb) 9700 lb (lb)
98 ft 18,927 7 67,902
131 ft 21,693 8 77,603
164 ft 25,265 9 87,303
197 ft 26,940 9 87,303
() 8)
00
9700 lb
(in)
Luffing jib
()806
(3806
(5806
(9806
()8
)08
()80
63)80
65)80
966)80935)80135)80
1
35)80
66)80
47)80
55)80
2-)80
72)80
33)180
363)80
342)80
354)80
321)80
37()80
66)8047)8055)802-)8072)8033)180363)80342)80354)80321)8037()80947)80
()806
35806
)9806
11806
34.)82-63)7982-6)5(82-6 97982-6
35(806313806)ffi80- 3)280-
335
)780-
(4806
49806
53806
FEM 8.0 ft

Y 800B

ZX 6830

YM 850

JM 850
H (ft) (USt)H (ft) (USt)H (ft) (USt)H (ft) (USt)
98 ft245.4198.4175.5133.4271.3238.1293.3224.9
131 ft229.0185.2164.7133.4254.9224.9282.5224.9
164 ft21 7. 8198.4159.1155.4244.1238.1271.3224.9
197 ft201.4198.4148.31 7 7. 5227.7238.1260.5 238.1

5. Crane upper : 197 ft -

- 180LVF
L (ft)W (ft)H (ft)
lb
(+/- 5%)
Counter-jib (+ Hand rail + Platform)
h
lL
21.1 20.8 6.9 9270
Towerhead
l
L
h
8.4 6.9 38.8 12,236
Cab
h
lL
Ultra View 14.9 6.5 8.2 3605
Pivot
h
lL

8.0 ft 10.6 10.7 12.5 22,630
Jib section
h
lL
31.8 6.2 5.8 4850
Jib section
h
L
34.5
34.5
34.5
34.5
34.4
6.2
6.2
6.2
6.2
6.2
5.8
5.8
5.8
5.8
6.1
2932
2855
2579
2304
4409
Pulley block
h
L
2.9 1.8 8.4 2601
Hoisting winch (+ rope)
h
l L
180 LVF
320 LVF
16.1
18.4
7. 5
7.1
6.3
7. 8
22,366
30,545
Luffing winch (+ rope)
h
l L
150 VVF 16.0 5.6 7.1 11,100
Rear left derrick arm (+ auxiliary winch + pulley block)
h
lL
7. 8 3.4 4.3 1356
Front left derrick arm
h
lL
11.5 1.4 1.6 419
Articulated derrick arm 13.8 1.0 1.8 694
Derrick support
h
l L
6.5 3.6 7.4 1477
h
l L
Component weights
5
W
x 11 x 10
W
W
W
W
W
W
W
W
W
W
W
W
H
H
H
H
H
H
H
H
H
H
H
H
H

6. L (ft)W (ft)H (ft)
lb
(+/- 5%)
Climbing cage
h
lL
8.0 ft 15.2 19.0 33.6 28,484
K 850/KR 849A
KRMT 849A
K 849A
KMT 850.10A
L l
h
8.0 ft
1 7. 2
1 7. 2
1 7. 2
1 7. 5
8.3
8.4
8.3
8.3
8.2
8.3
8.2
8.2
12,291
9017
7496
12,015
KRMT 849C
8.0 ft 11.7 8.4 8.3 7066
Fixing angles
h
lL
P 802A 2.5 2..5 4.2 1050
Fixing angles P 850US 2.3 2.3 5.5 2127
Basic mast unit
h
lL
Y 800B 19.8 9.6 9.6 19,004
Struts
h
lL
Y 800B 18.1 1.6 1.5 2447
1/2 Side member
h
lL
Y 800B 18.6 4.1 2.4 3351
Side member
h
lL
Y 800B 39.4 4.1 2.4 6724
Ballast support
h
lL
Y 800B 12.3 1.2 3.0 2392
Chassis beam
h
lL
Y 800B 28.5 2.7 2.4 4938
Central cross (transport position)
lL
h
YM 850
JM 850
1 7.1 5.6 4.9 14,771
Basic mast unit
lL
h
YM 850
JM 850
28.7 8.2 8.2 32,187
Chassis girder
lL
h
YM 850
JM 850
12.5
1 7.1
3.0
3.0
5.1
5.1
6173
7055
Chassis ties L
h
YM 850
JM 850
23.6 0.8 1.1 551
Struts
lL
h
YM 850
JM 850
24.6
26.9
2.5
2.5
4.3
4.3
4630
5071
Cross girder
h
lL
ZX 6830 29.9 2.5 4.9 12,004
Cross girder
h
lL
ZX 6830 29.9 3.7 3.6 11,607
MR 418
Component weights
WL
H
L l
h
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

7. 7
Mechanisms
Standard equipment
Options
Reactions in service
Reactions out of service
Weight without load, without
ballast, with jib and max. height
Jib weight
Total ballast weight
Jib articulation axis
Weathervaning position
Truck 44 ft

Container High Cube 40 ft,
and/or Flat Rack 20 ft
Tightened anchorage frame
Loosened anchorage frame
Hoisting
Luffing
Slewing
Travelling
Required power
kVA
-+
Power Control function:
Hoisting speeds adapted to the
available power
Consult us
Key
IEC 60204-32
480 V (+6% -10%) 60 Hz
180 LVF : 278  146 kVA
320 LVF : 390  202 kVA
480 V - 60 Hz hp kW
180 LVF 120
Optima
fpm 184 240 341 571689 92 123 174 312344
USt 13.29.9 6.6 3.3 2.426.519.813.26.6 5.8
180 1321811 ft
320 LVF 120
Optima
fpm 331 427 581 797 833 166 213 312399 417
USt 13.29.9 6.6 4.2 3.326.519.813.29.9 8.4
320 2402709 ft
150 VVF 56 1 min 15 s 150 110
RVF 162
Optima +
rpm 0  0.9 2 x 7.52 x 5.5
Y 800B RT 584
A1 - 2V
fpm 28 - 56 8 x 8.48 x 6.2
ZX 6830

RT 664
A2B - 2V
fpm 62 - 125 6 x 8.46 x 6.2
YM 850
JM 850
kVA
-+

8. Notes
© Manitowoc 2014
www.manitowoccranes.com
Constant improvement and engineering progress make it necessary that
we reserve the right to make specification, equipment and price changes
without notice. Illustrations shown may include optional equipment
and accessories, and may not include all standard equipment.
Potain MR 418
Code 14-002-.5M-0214
Manitowoc Cranes
Regional Headquarters
Americas
Manitowoc, Wisconsin, USA
Tel: [phone]
Fax: [phone]
Europe, Middle East, Africa
Dardilly, France
Tel: [phone]
Fax: [phone]
China
Shanghai, China
Tel: [phone]
Fax: [phone]
Greater Asia-Pacific
Singapore
Tel: [phone]
Fax: [phone]

Shady Grove, Pennsylvania, USA
Tel: [phone]
Fax: [phone]
Note: These mast combinations meet the EN 14439 and ASME B30.3-2012
specifications for “out of service” wind conditions, provided the illus-
trated 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.