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Conveyor Design Calculators
Six first-pass estimators for belt speed, capacity, cross-section, power, tension, idler spacing and idler load — with the full formula shown. Switch units at any time.
Switch units — inputs and results convert together.
01Belt speed
v = π · D · n / 60
Typical 1.5–5.0 m/s for bulk handling; higher speeds raise capacity but accelerate cover wear and dust.
How this is derived
- Belt speed equals the rim speed of the drive pulley:
v = ω·R. - Angular speed from rpm:
ω = 2πn/60, radiusR = D/2. - Substitute:
v = (2πn/60)·(D/2) = π·D·n/60[m/s].
02Capacity & trough cross-section
Q = (A₁ + A₂) · v · ρ · 3600
Steady-state capacity at uniform feed, horizontally. Reduce ~10 % per 10° of incline above 10°. Confirm with full DIN/ISO design.
How this is derived
- Usable belt width:
b = 0.9·B − 0.05m (CEMA edge clearance). - Equal 3-roll set → each roll
L = b/3. - Trough area (trapezium below the side-roll tops):
A₁ = L²·sinλ·(1+cosλ). - Surcharge pile on top:
A₂ = (L·(1+2cosλ))²·tanβ / 4. - Throughput:
Q = (A₁+A₂)·v·ρ·3600[t/h] — the 3600 is s/h; A in m², v in m/s, ρ in t/m³.
03Drive power
P = (Q·H/367 + ω·Q·L/367) / η
Indicative only — excludes belt and idler mass and start-up inertia; use for a first motor size, then do the full resistance sum.
How this is derived
- Material mass flow:
ṁ = Q·1000/3600 = Q/3.6kg/s. - Lift power:
P₁ = ṁ·g·H/1000 = Q·H·9.81/3600 = Q·H/367kW. - Friction power (main + secondary, lumped as ω ≈ 0.02–0.04):
P₂ = ω·Q·L/367kW. - Divide by drive efficiency:
P = (P₁+P₂)/η. Add a service factor for start-up.
04Effective belt tension (Te)
Te = 1000 · P / v
Te is the running (effective) tension. For belt selection add the wrap-angle factor and the take-up tension — a full DIN 22101 check.
How this is derived
- Drive power from the previous calculator:
P = (Q·H/367 + ω·Q·L/367)/η. - Power equals tension times speed:
P = Te·v(SI: W = N·m/s), soTe = 1000·P/vN. - Te is the effective tension. Peak belt tension also depends on the drive factor e^μα/(e^μα−1) and the take-up setting.
- Compare with the belt's rated tension × width, and apply the splice efficiency.
05Idler spacing
Rule of thumb by belt width & duty
Confirm the chosen spacing against the belt-sag limit f ≤ 1–2 % of spacing and the idler load rating.
How this is derived
- Carrying spacing narrows as belts get wider and material heavier — to hold belt sag below ~1–2 % of the spacing.
- Base by width: 1300 mm (B < 800), 1200 mm (800–1200), 1100 mm (B > 1200).
- Adjust for duty:
×0.9if ρ > 1.6 t/m³ (heavy ore),×1.1if ρ < 0.9 t/m³ (light grain). - Return (empty) side runs about twice the carrying spacing.
06Idler load per station
F = (qₘ + w_b) · a · g , qₘ = Q/(3.6·v)
Compare F with the idler's rated load for its CEMA class and roll diameter. Cushion the loading point with impact idlers or a buffer bed.
How this is derived
- Material mass per metre of belt:
qₘ = Q·1000/3600/v = Q/(3.6·v)kg/m. - Add the belt's own mass per metre
w_b(EP belt ≈ 12–18 kg/m). - Load on one idler set over its spacing a:
F = (qₘ + w_b)·a·gN. - For a 3-roll trough the centre and side rolls share F by a distribution factor — check the worst-loaded roll against the CEMA class rating.
Estimates for preliminary sizing only; friction and fill factors are approximate. Detailed DIN/ISO design requires the full resistance sum and material tests.
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These are first-pass estimators. Send us your duty — belt width, material, tonnage, layout — and our engineers return a full DIN/ISO calculation and a component quotation.
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