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Steel Structure Erection Risk Assessment

Review the critical hazards, potential consequences, persons at risk and recommended control measures for Steel Structure Erection in one professional HSE workspace.

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Steel Structure Erection Hazards & Controls

Review the key hazards, consequences and control measures for Steel Structure Erection in a structured professional HSE format.

01
Hazard

Falling or uncontrolled steel member

Potential Consequence

Crushing, serious injury or fatality

Persons at Risk

Erection and rigging crew

Existing Controls

Lift plan, suitable rigging, exclusion zone and controlled positioning

Additional Controls

Keep personnel clear of the load path

02
Hazard

Fall from height

Potential Consequence

Serious injury or fatality

Persons at Risk

Erection personnel

Existing Controls

Safe access, work platforms, edge protection and fall protection where required

Additional Controls

Pre-plan connection and work positions according to erection sequence

03
Hazard

Loss of temporary stability

Potential Consequence

Structural collapse

Persons at Risk

Erection crew and nearby workers

Existing Controls

Temporary bracing and engineered erection sequence

Additional Controls

Do not remove temporary supports before permanent connections are complete

04
Hazard

Releasing the load before connections are complete

Potential Consequence

Steel member collapse or fall

Persons at Risk

Erection and rigging crew

Existing Controls

Erection sequence and connection verification

Additional Controls

Do not release rigging until stable connections are complete

05
Hazard

Crush and pinch points

Potential Consequence

Hand or limb injury

Persons at Risk

Erection workers

Existing Controls

Tag lines and controlled positioning

Additional Controls

Keep hands clear of connection and landing points

06
Hazard

Lifting large steel members in wind

Potential Consequence

Uncontrolled load movement or collision

Persons at Risk

Erection and lifting team

Existing Controls

Wind monitoring and lift plan

Additional Controls

Apply suitable wind criteria based on load geometry

07
Hazard

Inadequate temporary bracing

Potential Consequence

Structural overturn or collapse

Persons at Risk

Erection crew and nearby personnel

Existing Controls

Erection plan and temporary bracing

Additional Controls

Do not remove temporary bracing before permanent stability is achieved

08
Hazard

Missing or loose connection bolts

Potential Consequence

Connection failure or member movement

Persons at Risk

Steel erection workers

Existing Controls

Connection and torque inspection

Additional Controls

Verify critical connections before load is applied

09
Hazard

Unsafe access on structural steel

Potential Consequence

Fall from height

Persons at Risk

Erection workers

Existing Controls

MEWP, suitable platform or fall protection

Additional Controls

Use a planned access system instead of climbing structural members

SERNEM

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SERNEM
Steel Structure Erection RISK ASSESSMENT
SRN-HIRARC
Revision: 1.0
ACTIVITYSteel Structure ErectionCATEGORYSteel Erection
#ActivityHazardConsequencePersons at RiskExisting Risk ControlLSRiskAction Required / Additional ControlsPerson in ChargeDue DateRLRSResidual Risk
01Steel Structure ErectionFalling or uncontrolled steel memberCrushing, serious injury or fatalityErection and rigging crewLift plan, suitable rigging, exclusion zone and controlled positioning3515
High
Keep personnel clear of the load path--224
Low
02Steel Structure ErectionFall from heightSerious injury or fatalityErection personnelSafe access, work platforms, edge protection and fall protection where required3515
High
Pre-plan connection and work positions according to erection sequence--224
Low
03Steel Structure ErectionLoss of temporary stabilityStructural collapseErection crew and nearby workersTemporary bracing and engineered erection sequence339
Medium
Do not remove temporary supports before permanent connections are complete--122
Low
04Steel Structure ErectionReleasing the load before connections are completeSteel member collapse or fallErection and rigging crewErection sequence and connection verification339
Medium
Do not release rigging until stable connections are complete--122
Low
05Steel Structure ErectionCrush and pinch pointsHand or limb injuryErection workersTag lines and controlled positioning339
Medium
Keep hands clear of connection and landing points--122
Low
06Steel Structure ErectionLifting large steel members in windUncontrolled load movement or collisionErection and lifting teamWind monitoring and lift plan339
Medium
Apply suitable wind criteria based on load geometry--122
Low
07Steel Structure ErectionInadequate temporary bracingStructural overturn or collapseErection crew and nearby personnelErection plan and temporary bracing339
Medium
Do not remove temporary bracing before permanent stability is achieved--122
Low
08Steel Structure ErectionMissing or loose connection boltsConnection failure or member movementSteel erection workersConnection and torque inspection236
Medium
Verify critical connections before load is applied--122
Low
09Steel Structure ErectionUnsafe access on structural steelFall from heightErection workersMEWP, suitable platform or fall protection339
Medium
Use a planned access system instead of climbing structural members--122
Low
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SERNEM • Professional Risk AssessmentWork should not begin until required controls are implemented.