MD 485 B M20. Data Sheet. - Fleet FEM A3 ASCE Values have been rounded FEM ASCE. 3.4 USt. 6.0 USt. 8.8 USt. Power Control.

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1 MD B M0 Data Sheet.00-A -.0 ft :. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft.0 ft :. ft. ft.0 ft :. ft.0 USt. ft ft ft ft.0 USt 0 ft ft.0 USt ft. USt. USt 0 ft. USt ft.0 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 Top Tracing II ft. ft. ft + kva - Fleet Values have been rounded

2 Mast.0 ft ft ft P 0A ft Y 00B. ft ZX ft ft. ft P 0US. ft ft ft H JM 0 (. ft) YM 0 ( ft). ft. ft ft. ft Y 00B H = H H = H -. ft H = H -. ft. ft. ft YM 0 JM 0 H = H - H = H -. ft = Non-reinforced mast ZX 0 H = H - H = H -.0 ft = Reinforced mast = K0 mast MD B M0 Note: hen is noted in this data sheet it is referring to mph ind Zone, Exposure B, Design ind Speed = mph. See back cover for design wind speed calculations.

3 Anchorages (Consult us for - values) P 0US H(ft) >. ft. ft. ft. ft.0 ft. ft 0. ft. ft 0. ft. ft. ft. ft oad charts ft 0 0 ft USt ft 0 0 ft USt 0 ft 0 0 ft USt ft 0 ft USt ft 0 ft USt 0 ft 0 ft USt ft ft USt ft ft USt.0 USt ft ft USt ft 0 ft USt.0 (USt).0 = -. USt -. USt (ft) ft. 0 0 ft USt ft. 0 0 ft USt 0 ft. 0 0 ft USt ft. 0 ft USt ft. 0 0 ft USt 0 ft. 0 ft USt ft. 0 ft USt ft. ft USt ft. ft USt ft. ft USt (USt).0.0 = - 0. USt - 0. USt (ft)

4 Base ballast.0 ft Y 00B (USt) (USt) YM (USt) (USt) -. JM (USt) (USt). ZX (USt) (USt). Counter-jib ballast (lb) (+/- %) 0 VF - 0 CC 0 VF GH, lb lb (lb), lb lb (lb) ft, 0,, 0,,0 ft 0,,,0,,0 0 ft,, 0,0,,0 ft,,0,0,0,0 ft,,,,0, 0 ft,,,,0 0, ft,,,,0,0 ft,0 0,,0,0, ft,, 0,,0 0, ft,,,0,,0 CBC -, lb CBD - lb (in) 0 (in) 0 MD B M0

5 Component weights Crane upper : ft VF x x (ft) (ft) lb (+/- %) Counter-jib l H h / Towerhead l..., Cab l UltraView... 0 Pivot l.0 ft..0. 0, Hoisting winch (+ rope) l 0 VF 0 VF GH 0 CC ,,... 0 Jib section l DVF Jib section l Trolley l.0 USt... Hook block l.0 USt... 0 Trolley l.0 USt... Trolley l.0 USt.0.. Hook block /.0 USt.0 USt

6 Component weights (ft) (ft) lb (+/- %) Climbing cage.0 ft..0., K 0/KR B KRMT A K A K 0/KR A KMT 0.A KRMT C l l.0 ft , 0,,0 0 Fixing angles P 0A... 0 l Fixing angles H P 0US... Chassis mast Y 00B...,00 Struts Y 00B... / Side member l Y 00B... Side member Y 00B... Ballast support Y 00B...0 Chassis beam Y 00B... Central cross (transport position) YM 0 JM 0..., Chassis mast YM 0 JM 0..., Chassis girder YM 0 JM Chassis ties YM 0 JM Struts YM 0 JM Cross girder ZX 0 l......,0,00 MD B M0

7 Mechanisms 0 V - 0 Hz hp k 0 VF 0 Optima 0 VF 0 GH Optima 0 CC 0 fpm 0 0 USt fpm 0 00 USt fpm 0 USt ft 0 ft 0 ft DVF fpm 0 (.0 USt) 0 (. USt) 0 (. USt). RVF Optima+ rpm 0 0. x x Y 00B RT A - V fpm - x. x YM 0 JM 0 ZX 0 RT AB - V fpm - x. x IEC 00-0 V (+% -%) 0 Hz 0 VF : kva 0 CC : 0 kva 0 VF GH : 0 kva + kva - 0 VF 0 Optima fpm %.0 USt

8 Key Jib elevation Tightened anchorage frame Standard equipment oosened anchorage frame Options Hoisting Reactions in service Trolleying Reactions out of service Slewing eight without load, without ballast, with jib and max. height Travelling Total ballast weight Required power Truck ft + kva - Power Control function: Hoisting speeds adapted to the available power Container High Cube 0 ft, and/or Flat Rack 0 ft Consult us 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 -, Figure.-A. The wind velocity, used for this configuration was mph ( kph), which represents a nominal design -second wind gust at ft ( m) above ground for Exposure B category A. Factor of 0. was applied to the 0-year 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, isconsin, USA Tel: + 0 Fax: + 0 Europe, Middle East, Africa Dardilly, France Tel: + 00 Fax: China Shanghai, China Tel: + 00 Fax: + Greater Asia-Pacific Singapore Tel: + Fax: + 00 Shady Grove, Pennsylvania, USA Tel: + Fax: + 0 Potain MD B M0 Code 0-0-.M-0 Manitowoc 0