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84

CK3300G-2

LUFFINGBOOM / JIB - SUPPLEMENTAL DATA

Luffing Jib

11. Luffing boom lengths for jib mounting are 98 ft (30 m)

to 197 ft (60 m).

Jib lengths are 78 ft (24 m) to 217 ft (66 m).

12. The boom should be erected over the front of the

crawlers, not laterally.

When erecting and lowering the boom length of 197 ft

(60 m) or over, the blocks for erection must be placed at the

end of the crawlers.

13. Least stable position is over the side.

14. The minimum rated load is 9,700 lbs (4.4 t).

1. Rated loads included in the charts are the maximum

allowable freely suspended loads at a given boom length,

boom angle and load radius, and have been determined

for the machine standing level on firm supporting surface

under ideal operating conditions. The user must limit or

derate rated loads to allow for adverse conditions (such

as soft or uneven ground, out-of-level conditions, wind,

side loads, pendulum action, jerking or sudden stopping of

loads, inexperience of personnel, multiple machine lifts,

and traveling with a load).

2. Rated loads do not exceed 75% of minimum tipping

loads. Rated loads based on factors other than machine

stability such as structural competence are shown by

asterisk * in the charts.

3. The machine must be reeved and set-up as stated in the

operation manual and all the instruction manuals. If these

manuals are missing, obtain replacements.

• Boom backstops are required for all boom lengths.

• The crane must be leveled to within 1% on a firm

supporting surface.

• Counterweights and carbody weights are fully installed.

4. Do not attempt to lift where no ratings are shown as

crane may tip or collapse.

5. Attempting to lift more than rated loads may cause

machine to tip or collapse. Do not tip machine to

determine capacity.

6. Weight of hooks, hook blocks, jib hook blocks, auxiliary

sheave hook blocks, slings and other lifting devices

are a part of the total load. Their total weight must be

subtracted from the rated load to obtain the weight that

can be lifted.

7. The total load that can be lifted over a jib is limited by

rated jib loads.

8. The total load that can be lifted of an auxiliary sheave

should not exceed 33,000 lbs in case of single part of line.

And it should not exceed 66,100 lbs in case of two parts

of line.

9. Auxiliary sheave ratings at any radius from center of

rotation are the same as crane ratings shown in table for

luffing jib when operated at the same radius.

10. Auxiliary sheave can be mounted on all of boom and jib

combinations.