The lift chart is the specification
Deduct attachment, rotator and coupler weight and run the chart at the reach and slew the work requires. This is the calculation that prevents the failure mode attachment-based clearing most needs to avoid.
The BI500 moves to 1,810 kg on 23-30 tonne excavators with a 600 mm published maximum cut. That is a substantial step: the attachment weighs more than four times the BI300 and requires a carrier roughly three times the size, which makes it a different commercial proposition rather than a larger version of the same one.
At this scale the lift-chart question becomes the whole decision. A 1,810 kg attachment reduces the carrier's lifting capability everywhere, and the material the shear can cut is heavy enough that the boom, not the blade, is almost always the binding constraint.
Indicative published manufacturer and distributor information. Confirm every figure, lift chart and hydraulic requirement with the manufacturer or authorised dealer before purchase.
A specification table tells you what the machine is. This is what each of those numbers means for the work you would put it to.
Each of these can fail independently, and passing one says nothing about the others. Weight class alone is the weakest of the four and the one most often relied on.
Beyond the standard buying criteria for the class, these are the questions this machine in particular raises.
The carrier requirement is the dominant cost. A 23-30 tonne excavator is a larger capital, transport and operating commitment than a 10 tonne machine, and that comparison belongs alongside the attachment rather than after it.
Larger carriers retain the cross-industry earning advantage of the attachment-based approach — civil, demolition and log handling all use machines in this class — so utilisation remains the commercial argument.
Blade, pivot and cylinder wear scale with material size and density. Larger material works the attachment harder, and maintenance rather than production is where that shows up.
Deduct attachment, rotator and coupler weight and run the chart at the reach and slew the work requires. This is the calculation that prevents the failure mode attachment-based clearing most needs to avoid.
Flow and pressure must be met continuously. Verify the carrier's continuous ratings rather than peak figures.
Stepping up the shear steps up the carrier. Compare total capital, transport and operating cost against the smaller combination before deciding.
Other tree shears covered in this guide.
420 kg shear for 8-14 t excavators, 300 mm published maximum cut — the regrowth and fence-line workhorse.
2,400 kg shear for 30 t+ carriers needing ~250-300 L/min — a different category from compact shears.
310 kg shear for 6-20 t excavators — 250 mm hardwood, 300 mm softwood, and the difference matters.