Span between supports/trestles: : | large spans increase structural cost and deflection must be controlled. |
Belt width, belt speed and capacity: | selected to meet tonnage throughput. |
Elevation and grade: | many are nearly horizontal; but slight incline may be required for drainage or discharge height. |
Support/trestle spacing, foundation loads: | elevated structure must handle static/dynamic loads, wind, seismic, expansion. |
Expansion and thermal movement: | long spans require expansion joints, bearings, or sliding supports. |
Load weight per metre: | belt + material + idlers + structure must be considered in support design. |
Drive system: | often large motors and gearboxes to drive long spans with high tonnage and frictional losses. |
Access, maintenance platforms: | elevated conveyors require safe walkways, inspection access on the bridge structure. |
Safety & guarding: | Because of height and span, design must consider fall protection, maintenance access and safe transfer points. |
Span/length: | from tens to hundreds of metres | |
Belt widths: | typically heavy duty (1,000 mm – 2,200 mm) | depending on tonnage |
Surcharge capacity: | 10s of thousands of t/h for large mining conveyors | enough to carry required bulk flow |
Speed: | moderate (~2–6 m/s) | to balance wear and capacity |
Support spacing: | every few metres | 3 m in some underground belt bridge trolley designs |
Structural deflection: | deflection ratios ~0.01% in some cases | design to maintain belt alignment |