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Cable Stayed Stacker Conveyor
BCE provided the structural design for this 300' long conveyor along with numerous other conventional conveyors. A tapered truss consisting of single angle web members and structural tee chords supports the stacker conveyor. The bracing for the main tower is configured with a moment framed opening to allow passage of the truss, large horizontal thrusts from belt pull and seismic forces are resisted at an A-Frame on the lower end. The "cable" stays are 8" dia. Pipes with strake plates. The response spectrum method was used for seismic design.
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