A 4-cy wheel loader will be used to load trucks from a quarry stockpile of processed uniform aggregate having a maximum size of 1.25 inch. The haul distance will be negligible. The aggregate has a loose unit weight of 3,100 lb per cy. Estimate the loader production in tons based on a 50-min hour efficiency factor.

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Explanation:

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The estimated loader production is 527 ton/hour

The size of the bucket = 4cy

Assuming a conservative fill factor = 85% = 0.85

loaded weight = [tex]volume * unit weight[/tex]

loaded weight = [tex]0.35*4cy*300lb/cy=10540lb[/tex]

Generally, 4 cubic yards machine static dipping load is about 25,000lb.

Equating load [tex]=50[/tex]% of dipping load

[tex]50/100=x/25000=12500lb[/tex]

Since 12500lb > 10549lb which is the actual load and it is very okay.

Let the fixed cycle time be 30 sec/cycle.

Therefore, probably produce of loader [tex]=\frac{weight * efficiency factor}{cycle time}[/tex]

[tex]\frac{10540lb}{20lb/ton} * \frac{50}{60}*\frac{3600}{30}=527ton/hr[/tex]

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