Risk Assessment for Steel Erection

UK construction-safety guidance by the Riskora Editorial Team

Producing a proper risk assessment for steel erection is not optional — it is a legal and practical requirement for construction work in the UK. Whether you are a sole trader or managing a multi-phase project, documented risk management protects your workers, satisfies clients, and keeps you on the right side of HSE enforcement.

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Example Risk Assessment

Risk Assessment for Steel Erection

  • Scope and description of the steel erection works
  • Site-specific hazards relevant to construction
  • Persons at risk (workers, public, visitors)
  • Existing controls in place
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When This Document Is Required

The Management of Health and Safety at Work Regulations 1999 require employers to carry out a suitable and sufficient risk assessment for steel erection before operations start. Self-employed workers carrying out construction activities must also comply.

What Must Be Included

  • Scope and description of the steel erection works
  • Site-specific hazards relevant to construction
  • Persons at risk (workers, public, visitors)
  • Existing controls in place
  • Risk rating before and after controls
  • Additional controls required
  • Residual risk level
  • Review schedule
  • Responsible person for review

Common Mistakes to Avoid

  • Using a generic template without adapting it to the actual steel erection conditions on site
  • Not reviewing the document when site conditions change
  • Missing sign-off from a competent person before work begins
  • Under-rating risk to avoid implementing additional controls
  • Not consulting workers during the assessment process
  • Treating the document as a one-time exercise

Example Scenario

A construction contractor in UK needs to produce a risk assessment for steel erection before starting work next week. The client has requested professional documentation as a condition of site access. Using Riskora, they select the relevant trade preset, review pre-populated hazards, adjust controls for their specific site, and generate a professional risk assessment in under 5 minutes — ready for review and sign-off.

The legal duty behind a risk assessment for steel erection

The Work at Height Regulations 2005 hierarchy applies directly: use a MEWP so no one is exposed to the fall, before resorting to arrest systems. Alongside it, BS 5975 requires temporary works — which includes the erection sequence and bracing — to be designed and checked under a temporary works coordinator, and LOLER 1998 requires every lift to be planned by a competent person.

  • Work at Height Regulations 2005 · SI 2005/735

    HSE

  • Lifting Operations and Lifting Equipment Regulations 1998 · SI 1998/2307

    HSE

  • CDM Regulations 2015 · SI 2015/51

    HSE

  • BS EN 1090-2 — Execution of steel structures

    BSI

Supporting HSE guidance

  • BS 5975 — Temporary works procedural control: BSI
  • BCSA/SCI guidance on safe erection of steel structures: BCSA

Hazards and controls reviewers expect to see

Steel erection is one of the few activities where the temporary condition is more dangerous than the finished one — the frame is least stable exactly when people are climbing it. Documentation that describes the finished structure and the crane, but not the erection sequence and the temporary bracing that keeps the frame standing between them, is describing the wrong thing.

HazardControl measure
Falls from the steel frame during connecting and boltingMEWP access as the primary method so connectors work from a platform rather than the steel; where access from the steel is unavoidable, a fall-arrest system with designed anchor points, twin lanyards and a written rescue plan.
Collapse of the partially erected frame before it is stableErection sequence and temporary bracing designed by the temporary works engineer, guys and props installed as the frame rises, and no release of the crane from a member until it is stable in its own right.
Dropped bolts, tools and small componentsTool tethers for everything used at height, bolt bags rather than pockets, exclusion zone below the erection area, and no simultaneous work beneath the frame.
Lifting failures — slinging, load control and crane stabilityLift plan by an Appointed Person, crane on assessed ground with outrigger loads calculated, certified accessories checked before each shift, tag lines on every load, and a trained slinger-signaller in sole control of the lift.
Wind loading on large members and deckingStated maximum wind speed for lifting (commonly 20 mph for large-surface-area members), anemometer reading recorded before each lift, and decking bundles strapped and secured whenever they are not being fixed.
Metal decking laid over open floors before it is fixedDecking laid to the designed sequence and fixed progressively, edge protection installed as the deck advances, and no walking on unfixed sheets.

A defensible work sequence for steel erection

  1. 1Confirm the erection sequence, temporary bracing design and crane position with the temporary works coordinator and Appointed Person before mobilisation.
  2. 2Assess and prepare the crane standing and MEWP running surfaces; confirm ground bearing capacity and outrigger spreader requirements.
  3. 3Establish the exclusion zone beneath the erection area and confirm no other trades will work below during lifting.
  4. 4Erect columns and primary members in the designed sequence, installing temporary bracing and guys as the frame rises.
  5. 5Connect from MEWP baskets, with tools tethered and bolts carried in closed bags; the crane is not released until each member is stable.
  6. 6Install permanent bracing to complete the stability system, then remove temporary bracing only on the temporary works coordinator's authorisation.
  7. 7Lay and fix metal decking progressively with edge protection advancing with the deck, then complete final torquing and hand over the erection records.

Why these documents get rejected

  • Connecting described from the steel with harnesses, without first discounting MEWP access
  • No erection sequence or temporary bracing design referenced
  • No rescue plan for a suspended person where fall arrest is used
  • Lift plan absent, or crane ground bearing pressures not assessed
  • No wind speed limit stated for lifting large-surface members

Steel Erection: common questions

Can steel erectors work from the steel with harnesses?

Only after MEWP access has been genuinely discounted. The Work at Height Regulations 2005 put collective and platform-based access above personal fall protection, so documentation that goes straight to harnesses without explaining why a platform is impracticable is inverting the hierarchy.

Who designs the erection sequence?

The temporary works engineer, checked under the BS 5975 procedural control regime and accepted by the temporary works coordinator. The steelwork contractor cannot decide the sequence on site, because the sequence is what keeps the incomplete frame standing.

What rescue arrangements are needed for fall arrest?

A plan and equipment capable of recovering a suspended person within minutes, because suspension trauma develops fast. That means a named rescue method, the equipment on site, and trained rescuers present during the work — not a call to the emergency services.

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