MR 418. Data Sheet. - Fleet FEM A3 ASCE USt. 5.5 USt. Values have been rounded. Power Control. Top Tracing II. kva
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1 MR Data Sheet.00A 0. ft. USt. ft 0. ft.0 ft.0 ft.0 ft.0 ft 00. ft.0 ft ft. USt. ft. ft. ft ft. USt. USt ft. USt. USt ft. USt. USt.0 ft x.0 ft.0 ft x.0 ft.0 ft x.0 ft.0 ft x.0 ft Power Control. ft. ft Top Tracing II. ft. ft + kva Fleet Values have been rounded
2 Mast.0 ft Y 00B P 0A ft ft ft ft ft ft ft ft. ft. ft. ft. ft. ft 0. ft 0. ft 0. ft 0. ft ft ft ft ft ft. ft. ft 0. ft 0. ft. ft. ft. ft 0. ft 0. ft ft ft ft. ft ZX ft ft ft ft ft ft ft ft ft. ft. ft. ft. ft. ft 0. ft 0. ft 0. ft 0. ft ft ft ft ft JM 0 (. ft). ft. ft JM 0 (. ft) 0. ft 0. ft P 0US ft ft ft ft... ft ft ft.... ft. ft. ft. ft. ft. ft 0. ft 0. ft 0. ft 0. ft ft. ft ft ft ft ft.... ft. ft. ft YM 0 (. ft) 0. ft 0. ft. ft. ft. ft 0. ft 0. ft ft ft ft... ft. YM 0 (. ft). ft. ft. ft 0. ft 0. ft ft ft ft 0... ft. Y 00B H = H H = H. ft H = H. ft 0. ft YM 0 JM 0 ZX 0 H = H H = H H = H. ft H = H.0 ft. ft. ft = Nonreinforced mast = Reinforced mast = K0 mast MR Note: When is noted in this data sheet it is referring to mph Wind Zone, Exposure B, Design Wind Speed = mph. See back cover for design wind speed calculations.
3 Anchorages (Consult us for 0 values) P 0A ft H(ft) >. ft. ft. ft. ft. ft. ft 0. ft. ft. ft 0. ft. ft. ft P 0US ft H(ft) >. ft. ft. ft. ft 0.0 ft. ft 0. ft. ft. ft 0.0 ft oad charts ft 0 ft USt ft ft USt USt ft ft USt ft ft USt. USt.. USt
4 Base ballast.0 ft Y 00B ZX 0 YM 0 JM 0 (USt) (USt) (USt) (USt) ft ft ft ft ft Y 00B ZX 0 YM 0 JM 0 (USt) (USt) (USt) (USt) ft ft..... ft..... ft..... Jib weight & counterjib ballast (lb) 00 lb (lb) 00 lb (in) ft,,0 ft,,0 ft,,0 ft,0,0 0 0 uffing jib ft ft ft 0 ft ft ft ft ft ft ft ft ft ft 0 ft ft ft 0 ft ft ft ft ft ft ft ft ft ft ft ft 0 ft ft ft ft ft ft ft 0 ft ft ft ft ft ft ft ft ft ft ft MR. USt. USt. USt. USt
5 Component weights Crane upper : ft 0VF x x 0 (ft) W (ft) lb (+/ %) Counterjib (+ Hand rail + Platform) Towerhead..., H h Cab Ultra View... 0 Pivot.0 ft ,0 Jib section... 0 Jib section W Pulley block... 0 W Hoisting winch (+ rope) 0 VF 0 VF......, 0, uffing winch (+ rope) 0 VVF.0..,00 Rear left derrick arm (+ auxiliary winch + pulley block)... Front left derrick arm... Articulated derrick arm W..0. l Derrick support...
6 Component weights (ft) W (ft) lb (+/ %) Climbing cage.0 ft..0., K 0/KR A KRMT A K A KMT 0.0A KRMT C.0 ft ft , 0,0 Fixing angles P 0A H Fixing angles P 0US... W Basic mast unit Y 00B...,00 Struts Y 00B... / Side member Y 00B... Side member Y 00B... Ballast support Y 00B...0 Chassis beam Y 00B... Central cross (transport position) YM 0 JM 0..., Basic mast unit YM 0 JM 0..., Chassis girder YM 0 JM Chassis ties W YM 0 JM Struts YM 0 JM Cross girder ZX 0...,00 Cross girder ZX 0...,0 MR
7 Mechanisms 0 V 0 Hz hp kw 0 VF 0 Optima 0 VF 0 Optima fpm 0 USt fpm USt ft ft 0 VVF min s 0 0 RVF Optima + rpm 0 0. x. x. Y 00B RT A V fpm x. x. ZX 0 RT AB V fpm x. x. YM 0 JM 0 IEC 00 0 V (+% 0%) 0 Hz 0 VF : kva 0 VF : 0 0 kva + kva Key Standard equipment Container High Cube 0 ft, and/or Flat Rack 0 ft Options Tightened anchorage frame Reactions in service oosened anchorage frame Reactions out of service Hoisting Weight without load, without ballast, with jib and max. height uffing Jib weight Slewing Total ballast weight Travelling Jib articulation axis Required power Weathervaning position + kva Power Control function: Hoisting speeds adapted to the available power Truck ft Consult us
8 Notes Note: These mast combinations meet the EN and ASME B0.0 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 0, Figure.A. The wind velocity, used for this configuration was mph ( kph), which represents a nominal design second wind gust at ft (0 m) above ground for Exposure B category A. Factor of 0. was applied to the 0year ultimate design wind speed of mph ( kph), per 0, with the assumption that this crane is considered a temporary structure used during a construction period of years or less. 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. Manitowoc Cranes Regional Headquarters Americas Manitowoc, Wisconsin, USA Tel: + 0 Fax: + 0 Europe, Middle East, Africa Dardilly, France Tel: + 00 Fax: China Shanghai, China Tel: + 00 Fax: + Greater AsiaPacific Singapore Tel: + Fax: + 00 Shady Grove, Pennsylvania, USA Tel: + Fax: + 0 Potain MR Code 00.M0 Manitowoc 0
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