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Linkbelt-LS208H2-Spec - Rawalwasia

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WIRE ROPE CAPACITY<br />

Parts 1” 5/8”<br />

of<br />

Line<br />

Type<br />

Type<br />

Type<br />

Type<br />

Type<br />

“M” “DB” “RB” “ZB” “WB”<br />

1 29,500 29,500 22,700 * 11,000 13,650 *<br />

Notes<br />

LIFTOFF CAPABILITIES<br />

Over End / Over Side<br />

(Gantry In Raised Position)<br />

Counterweight<br />

(Side Frames) Maximum Boom Maximum Boom + Jib<br />

2 59,000 59,000 45,500 22,000 27,310 Capacities shown<br />

are in pounds and<br />

3 88,600 88,600 68,200 33,000 40,970 working loads must<br />

not exceed the<br />

4 118,100 118,100 91,000 44,000 54,620 ratings on the<br />

capacity charts in<br />

5 147,700 147,700 113,800 55,000 68,280 this Crane Rating<br />

Manual.<br />

6 177,200 177,200 136,500 66,000 81,940 Study Operator’s<br />

Manual for wire rope<br />

7 206,800 206,800 159,300 77,000 95,600 inspection<br />

procedures.<br />

8 236,300 236,300 182,000 88,000 109,250<br />

LBCE<br />

Type<br />

Description<br />

DB 6 x 26 (6 x 19 Class) – Warrington Seale – Extra Improved Plow Steel –<br />

Preformed – Right Lay – Regular Lay – I.W.R.C.<br />

RB* 19 x 19 Rotation Resistant– Extra Extra Improved Plow Steel – Preformed –<br />

Right Lay – Regular Lay. Swaged – S.F. = 5:1<br />

ZB 36 x 7 Class – Non–Rotating – Extra Improved Plow Steel – Right Lay –<br />

Regular Lay – S.F. = 5:1<br />

WB*<br />

M<br />

8 Strand – Regular Lay<br />

6 X 19 Class – Extra Improved Plow Steel – Lang Lay<br />

* Use of swivel end with 1 part of line is not recommended.<br />

NO<br />

(RETRACTED)<br />

NO<br />

(EXTENDED)<br />

A<br />

(RETRACTED)<br />

A<br />

(EXTENDED)<br />

A<br />

(EXTENDED)<br />

See Note 4<br />

AB<br />

(EXTENDED)<br />

See Note 5<br />

(ft)<br />

(ft)<br />

80 N/A<br />

100 N/A<br />

110 N/A<br />

130 N/A<br />

150<br />

See Note 4<br />

150<br />

N/A<br />

140 + 60<br />

150 + 30<br />

Note:<br />

Over Idler End<br />

WORKING AREAS<br />

See Note<br />

Longitudinal<br />

Of Crawler<br />

Idler Sprocket<br />

360<br />

Over Side<br />

Boom<br />

Drive Sprocket<br />

Over Side<br />

Center Of<br />

Rotation<br />

See<br />

Note<br />

1. These Lines Determine The Limiting Position Of Any Load For<br />

Operation Within Working Areas Indicated.<br />

Over Drive End<br />

NOTES:<br />

1. For maximum stability, booms should be erected or<br />

lowered over the end with no load –hook block on<br />

ground.<br />

2. Crane on firm and level surface.<br />

3. Gantry pins must be installed when the gantry is in the<br />

raised position.<br />

4. For 140 ft. or 150 ft. boom (side frame extended) with A<br />

counterweight only – Adequate blocking must be<br />

placed under both treadmember sprockets (or idler<br />

rollers) at the end that the boom is to be lifted off to pre–<br />

vent rocking. Liftoff over end only with 140 ft. and 150<br />

ft. boom. The ramps supplied with the crane are con–<br />

sidered to be adequate blocking.<br />

5. For 140 ft. + 60 ft. or 150 ft. + 30 ft. (side frame<br />

extended) with AB counterweight only – adequate<br />

block–ing must be placed under both treadmember<br />

sprockets (or idler rollers) at the end that the boom is to<br />

be lifted off to prevent rocking. Liftoff over end only with<br />

140 ft. + 60 ft. and 150 ft. + 30 ft. boom. The ramps<br />

supplied with the crane are considered to be adequate<br />

blocking.<br />

<br />

LS–208H

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