Values have been rounded.

Mast 0 8 ft Reactions rATAU 98 ft H2 = H - 2.6 ft H3 = H - 3.9 ft H3 = H - 4.6 ft 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 418

Base ballast Jib weight & counter-jib ballast TATAU

Slewing crane part: Slewing crane part H Counter-jib (+ Grab rail + Platform) Ultra View Pulley block Hoisting winch (+ rope) L Luffing winch (+ rope) L Rear left derrick arm (+ auxiliary winch + pulley block) L Front left derrick arm LWH

Crane tower Fixing angles Basic mast unit Side member Ballast support Chassis beam Central cross (transport position) •TfeSViN //I'lMWgl Basic mast unit Chassis girder Chassis ties Cross girder

These mast combinations meet the EN 14439 and ASME B30.3-2012 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 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,...