Examples & Applications: Material Handling and Rigging
Practical calculations demonstrating sling tension forces during rigging, and case studies on safe material storage and load stability.
Sling Tension Calculations
Basic Vertical Sling Tension
A 2,000 kg steel beam is lifted evenly by two vertical slings attached to a spreader bar. Calculate the tension in each sling leg.
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Intermediate Angled Sling Tension
The same 2,000 kg load is now lifted using a two-leg bridle sling. Each sling leg is 3 meters long, and the horizontal distance between the lifting hook and the attachment point is 1.5 meters, resulting in a 60-degree angle from the horizontal. Calculate the tension in each sling leg.
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Advanced Shallow Angle Rigging Hazard
A rigger attempts to lift the same 2,000 kg load but uses very short slings, creating a dangerous 15-degree angle relative to the horizontal. Calculate the tension in each sling leg to demonstrate why this is prohibited.
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Case Studies: Material Storage Hazards
Case Study 1: Stacked Masonry Collapse
A delivery driver stacks pallets of bricks 4 tiers high on an uneven, uncompacted dirt surface near an excavation. Following a heavy rain, the soil shifts, and the 4,000 kg stack collapses into the trench, crushing a worker.
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Case Study 2: Rigging Inspection Failure
A crane is lifting a bundle of rebar using a synthetic web sling. Halfway through the lift, the sling snaps, dropping the load. Post-accident investigation reveals a small 1-inch cut on the edge of the sling webbing.
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