Telescoping Cranes 900A - Manitowoc Cranes - #9

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Series 900A 9 Capacities THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane. CAUTION: • Do not operate crane booms, jib extensions, any accessories or loads within 3 m (10 ft) of live power lines or other conductors of electricity. • Jib and boom capacities shown are maximum for each section. • Do not exceed capacities at reduced radii • Load ratings shown on the load rating charts are maximum allowable loads with the outriggers properly extended on a firm, level surface and the crane leveled and mounted on a factory recommended truck. • Always level the crane with the level indicator located on the crane. • The operator must reduce load to allow for factors such as wind, ground conditions, operating speeds and their effects on freely suspended loads. • Overloading this crane may cause structural collapse or instability. • Weights on any accessories attached to the boom or loadline must be deducted from the load chart capacities. • Do not deadhead lineblock against boom tip when extending boom or winching up. • Keep at least three wraps of loadline on drum at all times. • Use only specified cable with this machine. Series 990A: 27,4 m (90 ft) boom (with LMI) Load chart .. .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ....... .... ....... ....... .... ....... .. ....,...... ....,...... ....,...... ....,...... ....,...... ....,...... ....,...... ........ LOAD RADIUS ..FEET.. LOADED BOOM ANGLE .... ft BOOM ..lb.. LOADED BOOM ANGLE .... ft BOOM ..lb.. LOADED BOOM ANGLE LOADED BOOM ANGLE LOADED BOOM ANGLE LOADED BOOM ANGLE A .... ft BOOM ..lb.. .... .... .... .... ....... ....... ....... .... .. ....,...... ....,...... ....,...... ....,...... ....,...... ....,...... ........ ........ ........ .... .... .... ....... ....... ....... .... ....... .... ....... ....... .. ....,...... ....,...... ....,...... ....,...... ....,...... ....,...... ........ ........ ........ ........ ........ ........ .... .... ....... .... ....... .... ....... ....... .... ....... .... .. ....,...... ....,...... ....,...... ....,...... ........ ........ ........ ........ ........ ........ ........ ...... ....... ....... ....... ....... .... ....... .... ....... .... ....... .... ....... .... ....,...... ....,...... ....,...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .... ....... .... .... ....... .... .... .... ....... .... .... ....... ....... ....... ....,...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ B .... ft BOOM ..lb.. C .... ft BOOM ..lb.. D .... ft BOOM ..lb.. .. RADIUS IN FEET .... .... .... .... ...... ...... .... .... .. .... .... HEIGHT IN FEET .... .... .... .... .... .... BOOM LENGTH IN FEET ....°....° ....° ....° ....° ....° ....° ....° A B C D ..° STRUCTURAL LENGTH LIMIT ......° Note: 1. Capacities do not exceed 85% stability. 2. Shaded areas are structurally limited capacities.