| 1 | Determine the actual lifted load | Include the precast element’s weight and any attached items lifted with it. Use verified drawings, calculations, or measured data rather than a visual estimate. | An underestimated load can exceed the anchor system’s allowable working capacity. |
| 2 | Confirm the anchor’s rated capacity | Check the documented working load limit for the exact anchor model and configuration. Do not treat the anchor’s breaking load as its permitted lifting load. | Working load limits account for the intended rated use; ultimate strength is not a safe operating rating. |
| 3 | Match capacity to the concrete condition | Verify the required concrete compressive strength at lifting time, as well as the specified embedment depth and anchor installation details. | Anchor performance depends on the concrete and installation conditions used for its rating. |
| 4 | Account for sling-leg angle | For a symmetrically loaded two-leg sling, the ideal tension per leg is load ÷ (2 × cos θ), where θ is measured from vertical. For a 2,000 kg load, this is about 1,000 kg per leg at 0°, 1,155 kg at 30°, and 1,414 kg at 45°. | As the sling legs move farther from vertical, tension in each leg increases. Use the applicable lifting design method and equipment ratings. |
| 5 | Check the number of anchors actually sharing the load | Do not automatically divide the load equally among all installed anchors. Consider the rigging arrangement, element stiffness, lifting geometry, and any specified load-sharing assumptions. | Uneven load distribution can cause one anchor to carry substantially more than an equal share. |
| 6 | Review edge distance and spacing | Compare anchor locations with the design requirements for minimum edge distances, anchor spacing, and concrete member dimensions. | Insufficient edge distance or spacing may reduce concrete capacity or cause local damage. |
| 7 | Consider the direction of the pull | Confirm whether the lift produces axial tension, inclined loading, or any side loading, and ensure the anchor system is approved for that loading direction. | A rating for one loading direction should not be assumed to apply to another. |
| 8 | Allow for the full lifting sequence | Review the lift from initial pickup through rotation, transport, and placement. Include any applicable dynamic effects or project-specific load factors in the engineering assessment. | Loads and anchor forces can change during acceleration, impact, tilting, or other stages of a lift. |
| 9 | Check compatibility with lifting hardware | Make sure the lifting clutch or connector is designed for the anchor, fully engages as intended, and is compatible with the planned sling arrangement. | Correctly rated anchors can still be used unsafely with incompatible, damaged, or improperly engaged hardware. |
| 10 | Inspect and follow the approved lifting plan | Before each lift, check accessible anchor and lifting-device components for visible damage, deformation, corrosion, or contamination. Follow the project documents and the equipment supplier’s instructions. | Inspection and a documented plan help identify hazards that a capacity figure alone cannot address. |