LFT/Specific Lifts/TBT-LFT-014

Lifting Steel Beams and Columns

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Lifting Steel Beams and Columns

Toolbox Talk Record

Ref: TBT-LFT-014  |  Issue: 1  |  Date: March 2026
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What?

  • Steel beams and columns are among the heaviest single lifts on construction sites, often exceeding 10 tonnes.
  • The centre of gravity on asymmetric sections must be calculated to prevent the load tipping during the lift.
  • Sling positions and angles must be determined from the lift plan to keep the load level and controlled.
  • Tag lines are essential to control rotation and swing, especially on long beams in windy conditions.
  • Wind loading on long beam sections causes unpredictable swinging that can strike erectors and ground workers.
  • Bolt holes and lifting lugs specified by the designer are the only approved attachment points for slinging.
  • Workers must never ride on or be positioned under steel being lifted, swung, or landed into position.
  • The crane radius, capacity, and ground conditions must match the lift plan for the heaviest steel section.
  • LOLER 1998 requires a specific lift plan for every steel lift, with an appointed person and lift supervisor.
  • Communication between the crane operator, slinger, and erection team must be clear throughout every lift.

Why?

Fatal crushDropped steel beams and columns crush workers instantly. Even glancing contact at height causes fatal injuries.
Uncontrolled swingLong, heavy steel sections swing unpredictably in wind, striking erection crews and knocking them from the frame.
Crane overloadLifting steel beyond the crane capacity at the working radius causes the crane to overturn or the boom to collapse.
Do Don't
  • Prepare a lift plan for every steel beam and column lift before it begins.
  • Calculate the centre of gravity for asymmetric sections to determine sling positions.
  • Attach tag lines to control beam rotation and swing during the lift.
  • Use only designated bolt holes or lifting lugs as sling attachment points.
  • Verify crane capacity at the actual working radius before each lift.
  • Establish exclusion zones below the lift path and at the landing zone.
  • Stop steel lifting in wind speeds exceeding the limit in the lift plan.
  • Maintain clear communication between operator, slinger, and erection crew always.
  • Brief the full lifting team on the plan, signals, and sequence each morning.
  • Inspect all slings, shackles, and lifting accessories before every steel lift.
  • DON'T lift steel without a documented lift plan prepared by a competent person.
  • DON'T sling from points other than the designated holes or lifting lugs.
  • DON'T stand under or in the swing path of steel being lifted or positioned.
  • DON'T lift long beams without tag lines to control swing and rotation.
  • DON'T exceed the crane capacity chart at the working radius for any lift.
  • DON'T continue lifting in winds that cause the steel to swing uncontrollably.
  • DON'T ride on steel being lifted or use it as a transport platform.
  • DON'T release the crane hook until the steel is bolted and confirmed stable.
  • DON'T guide steel into position by hand while it is still fully suspended.
  • DON'T assume the previous lift plan covers a different section or heavier beam.

See also: Lift Plan Requirements | Steel Erection Safety
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