MR 298 ASCE USt. 6.3 USt. 4.9 USt. Power Control. Top Tracing II. Values have been rounded. kva

Transcription

1 0 ft. USt. ft. ft. ft. ft. ft. ft. ft. ft. ft 0. ft ft. USt. ft. ft. USt USt. USt. USt. USt. USt ft ft. USt ft. USt ft 0 USt. USt 0 ft. USt ft. USt. ft x. ft ft x ft. ft x. ft ft x ft. ft x. ft ft x ft. ft. ft. ft. ft Power Control Top Tracing II + kva ASCE 0 Values have been rounded.

2 ASCE 0 Mast Reactions. ft ft ft ft 0. ft. ft ft. ft 0. ft ft ft.. 0 ft. ft 0. 0 ft. ft. P 0B F USt USt F USt USt. ft ft. ft ft ft ft ft 0 ft V 0A USt F USt 0. ft ft 0.. ft ft. ft ft ft.. ft. ft. 0 ft. ZX 0 USt F USt 0. ft ft. F F. ft F. ft F ft ft ft ft F. ft 0. ft. ft F ft. ft 0. ft ft ft 0.. ft 0 ft. 0 ft. 0 0 ft P 0B F USt 00 USt F USt USt. ft 0. ft. ft 0. ft ft F. ft ft ft ft ft 0 ft. 0.. F Y 00B USt USt 0. ft ft. 0. ft. ft. ft. ft ft F. ft ft ft ft ft ft. F ZX 0 USt 0 USt 0. ft ft. V 0A = =. ft =. ft Y 00B = =. ft =. ft ZX 0 = = ft Note: hen ASCE 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 ASCE 0 Anchorages oad curves ft ft USt 0 ft ft USt USt ft. 0 ft USt USt ft 0 ft USt USt ft 0 ft USt USt ft 0 ft USt USt ft 0 0 ft USt.. USt

4 ASCE 0 Base ballast. ft ft V 0A ZX 0 Y 00B ZX 0 (USt) (USt) (USt) (USt) ft ft ft ft ft ft ft Jib weight & counterjib ballast (lb) (+/ %) 0 VF,0 lb,0 lb (lb) CBJ,0 lb CBK,0 lb ft, 0, ft,0 0, ft,0 0, ft, 0, ft,0,0 0 ft,0,0 ft 0,,0 (in) (in) 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 ft ft. ft ft ft. ft ft ft 0 ft. ft ft ft ft 0. ft. ft. ft. ft. ft ft 0. ft. ft. ft. ft. ft. ft. ft. ft ft. ft. ft ft ft ft ft ft 0 ft ft. USt. USt. USt. USt 0 USt. USt. USt

5 ASCE 0 Dimensions and weight Slewing crane part: ft 0 VF x x Slewing crane part lb (ft) (ft)...,.., Ultra View...,. ft ,..., ,,,,......,0,..,...,0 0 VF...,0 00 VVF 0..., (+/ %) Counterjib Strut Cab Towerhead Jib section Jib section Jib section Jib section Pulley block oisting winch (+ rope) uffing winch (+ rope)

6 ASCE 0 Crane tower (ft) (ft) lb (+/ %) T T. ft ft.....,, K B KM E. ft......, 0, K A KMT A KR A KRMT A KRMT A K A. ft. ft. ft. ft ft ft ,,,,,0, K C KRMT C KRMT C. ft. ft ft ,,0,0 K00/KR0 Connecting mast /. ft. 0..,0 Fixing angles P 0B P 0B ,0 Basic mast unit V 0A Y 00B......,,00 Struts V 0A Y 00B...., alfbearer V 0A.., / Side member Y 00B..., Side member Y 00B..., Ballast support Y 00B.., Chassis beam Y 00B..., Cross girder ZX ,00,0

7 ASCE 0 Mechanisms 0 V 0 z hp k 0 VF 0 Optima fpm 0 USt VVF 0 min 0 s 00 0,0 ft RVF Optima+ rpm 0 0. x 0 x. IEC V (+% 0%) 0 z kva kva

8 ASCE 0 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 speed for the location of the tower crane. The out of service design wind speed was determined in accordance with ASCE 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 00year ultimate design wind speed of mph ( kph), per ASCE 0, with the assumption that this crane is considered a temporary structure used during a construction period of years or less. Standard equipment Jib articulation axis Slewing Options eathervaning position Travelling Reactions in service orry ft Required power Reactions out of service Container igh Cube 0 ft, and/or Flat Rack 0 ft kva + Power Control Function: winch speeds adapted to the available power Jib weight oisting Consult us Total ballast weight uffing! This commercial document is not legally binding. For any technical information, please refer to the corresponding instructions. 0 The Manitowoc Company, Inc. Ref. 0D_ASCEUSt_MR_0_0