CONVEYOR BELT WIDTH CALCULATOR
Select a belt width from required capacity
Given a required throughput, belt speed, material bulk density, surcharge angle and trough geometry, this calculator solves the minimum belt width needed for the load, then rounds up to the nearest standard width and reports how full the cross-section will be.
Required capacity
Cross-section geometry
- b = 0.9·B − 0.05 m (effective belt width, CEMA edge clearance)
- L = b / 3 (each idler segment)
- A_trough = L² · sin α · (1 + cos α)
- A_surcharge = (L · (1 + 2·cos α))² · tan β / 4
- Q = 3600 · (A_trough + A_surcharge) · v · ρ · 0.85
- Solve for B, round up to nearest of 500, 650, 800, 1000, 1200, 1400, 1600, 1800, 2000, 2200, 2400 mm
Need a verified belt selection with carcass rating and cover compound?
Talk to an engineerHow belt width is solved
Required cross-section area follows directly from the target throughput, the belt speed and the bulk density: A = Q / (3600 · v · ρ · filling factor). The filling factor (here 0.85) accounts for edge clearance, surge feed and material settling.
Cross-section area at a given belt width depends on the trough geometry and surcharge angle. We use the CEMA 3-roll equal-length model: three idler segments of length b/3, where b is the effective belt width (0.9·B minus 50 mm edge clearance).
A binary search then solves for the smallest belt width whose cross-section meets the required area. The result is rounded up to the nearest standard width — going wider lowers belt wear and dust generation, never the other way around.
Standard belt widths — indicative capacity
Capacity (t/h) at 35° trough, 20° surcharge, 2.5 m/s belt speed and 0.85 filling factor. Multiply by density / 1.6 for other materials.
| Belt width | Capacity @ 1.6 t/m³ | Typical use |
|---|---|---|
| 500 mm | ≈ 150 t/h | Light handling, packages |
| 650 mm | ≈ 280 t/h | Aggregates, small quarry |
| 800 mm | ≈ 470 t/h | Mid-size aggregates / coal |
| 1000 mm | ≈ 800 t/h | General mining and cement |
| 1200 mm | ≈ 1250 t/h | Large quarry, port loading |
| 1400 mm | ≈ 1800 t/h | Heavy mining, steel mills |
| 1600 mm | ≈ 2450 t/h | Iron ore, overland |
| 1800 mm | ≈ 3200 t/h | Large overland mining |
| 2000 mm | ≈ 4100 t/h | Mega-mines, ports |
| 2200 mm | ≈ 5050 t/h | Specialised heavy duty |
| 2400 mm | ≈ 6100 t/h | Iron ore / coal export terminals |
Common pitfalls
- Picking belt width at 100 % utilization. Always size for 70–85 % filling to absorb feed surges and settle lumps without spillage.
- Confusing volumetric and mass capacity. The same belt at the same speed handles half the t/h if the density drops from 1.6 to 0.8 — wood chips need a much wider belt than iron ore at the same tonnage.
- Using a steep trough angle to fit a narrower belt. Deeper troughs (45°) raise capacity but increase belt-edge stress and constrain transition-distance design.
- Ignoring lump size. Even at adequate cross-section, a 1000 mm belt cannot centre 300 mm lumps — minimum width ≈ 3× lump size for rolling stability.
- Solving width without checking belt speed limits. Some industries cap speed (1.5 m/s for cement, 2.0 m/s for grain) — at those caps the required width balloons quickly.
When to consult an engineer
This calculator returns the geometric belt width for steady-state design. Real installations also require carcass rating, cover compound, splice planning, and head/tail pulley geometry coordinated to the chosen width. For new conveyor design or capacity upgrades that change belt width, talk to a BisonConvey engineer for a verified belt selection.
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