Steel erection RAMS template
A steel erection RAMS must be built around the approved frame design and erection sequence. The main risk is not merely working at height: an incompletely braced frame, an uncontrolled lift, a weak platform or a change in connection order can harm the crew and others. Copy the framework below as a planning worksheet. It is not an erection design, lifting plan, temporary-works approval or permission to work. The actual sequence and hold points must come from the frame designer, specialist erector and competent lift/temporary-works team.
HSE's steel erection guidance lists falls, dropped materials, moving steel, unintended collapse, manual handling and overturned cranes or MEWPs. It says the sequential erection method should be developed in consultation with the frame designer and/or structural engineer so stability is maintained through every stage. A generic RAMS that says “install columns, beams and bracing” without the design-specific order does not answer this requirement.
This page is for the specialist trade RAMS form. The existing steelwork industry page addresses business compliance, and the general RAMS template covers document structure. No exact indexed Complys steel-erection template owner was observed on 5 October 2026; repository and in-flight collision review remains.
Pre-start decisions that cannot be skipped
Obtain the current issued-for-construction drawings and connection details. Record what supports the partly erected frame at each stage: temporary bracing, guys, stays, foundations, holding-down bolts and any temporary works. Establish who may authorise a design change. A drawing revision that changes the order or connection must trigger review before the next lift.
Plan the lift separately. The lifting operation needs a competent plan for load, centre of gravity, rigging, crane choice, setup, ground bearing, radius, wind, communication, exclusion and contingency. A RAMS may reference the plan but cannot generate a safe lift from a component weight alone. HSE's lifting guidance explains that the level of written planning and competence rises with complexity.
Choose access that avoids or prevents falls where possible: connections prepared on the ground, early installation of edge protection and stairs, or a suitable MEWP/platform. HSE warns against walking along the top flange of a beam. Fall-arrest systems require verified anchors, clearance and a rescue method, not merely a harness entry on a PPE list. Check the crane/MEWP setup and ground strength before use; coordinate plant routes and other trades so nobody works below lifted members or exposed edges.
Copy-and-complete project details
| Document and design control | Site-specific entry |
|---|---|
| Project, site, structure/grid and erection zone | [Enter] |
| Client/principal contractor, steel erector and supervisor | [Enter] |
| Structural designer and temporary-works responsible persons | [Names, roles and contacts] |
| Issued drawings, connection schedule and revision | [List versions; HOLD if unresolved] |
| Approved stage-by-stage sequence and temporary stability design | [Reference signed plan] |
| Lift plan, crane/rigging certificates and appointed person | [References] |
| Ground-bearing/platform assessment for crane and MEWP | [Evidence and check] |
| Component list, weights, delivery and storage plan | [Enter] |
| Access, edge protection, fall mitigation and rescue | [Enter design and equipment] |
| Utilities, public/traffic routes and other contractor interfaces | [Enter] |
| Weather/wind monitoring and design-specific stop criteria | [Enter] |
| Permits, induction, emergency and first aid | [Enter] |
| Date, version, approval and team briefing | [Enter] |
| Hazard or critical hold point | People affected | Required control and evidence | Responsible person | Stop/review trigger |
|---|---|---|---|---|
| Partial frame instability | [Enter] | [Engineer-approved stage sequence and bracing checks] | [Enter] | Design/sequence mismatch |
| Load swing, dropped steel or rigging failure | [Enter] | [Competent lift plan, exclusion, inspection, signalling] | [Enter] | Lift differs from plan |
| Fall during bolting/connection | [Enter] | [Platform/collective protection or designed alternative] | [Enter] | Protection or rescue absent |
| Ground/plant overturn | [Enter] | [Bearing assessment, setup, exclusion] | [Enter] | Ground or radius changes |
| Falling tools/decking packs | [Enter] | [Containment and no work below] | [Enter] | Boundary breached |
| Deliveries/manual handling | [Enter] | [Sequenced unloading, mechanical aids, stable storage] | [Enter] | Load/route changes |
| Temporary supports removed too early | [Enter] | [Named release hold point and engineer authority] | [Enter] | Release approval missing |
| Other trades/occupied surroundings | [Enter] | [Programme coordination and communication] | [Enter] | Simultaneous task conflict |
| Weather/visibility | [Enter] | [Task/crane-specific stop limits, monitoring] | [Enter] | Conditions deteriorate |
Do not accept a row saying “competent erectors will manage it” without the document or check that makes the stage safe. Critical hold points must identify a person who confirms the required connection, bracing, inspection or crane setup before the next member is released or lifted.
Method statement sequence: fill from the approved design
- Confirm information and roles. Verify issued drawings, design changes, component identification, connection schedule, temporary works, lifting and access plans. Hold if versions conflict.
- Prepare ground and deliveries. Verify crane/MEWP bearing and traffic route, set exclusion, unload components into stable storage and identify each member for its place in the sequence.
- Set up lifting and access. Inspect lifting equipment and access equipment, brief signaller and crane operator, protect the public/other trades, and establish communications and emergency stop.
- Install first-stage members. Follow the engineer-approved order and temporary stability plan. Check holding-down and initial bracing arrangements. Do not release a crane hook or support until the named hold point is satisfied.
- Erect subsequent stages. Add bracing, ties, beams, decking and collective fall protection in the approved order. Confirm each stage remains stable under the current load and weather conditions. Restrict access to incomplete areas.
- Manage connection work. Use selected platforms or other approved access, tools and fall controls. Plan tool/material containment and prohibit work below. If a connection cannot be made as designed, stop and refer to the designer; do not cut, omit or substitute it informally.
- Inspect and hand over. Complete design/temporary-works checks, final connections, alignment and any required inspection or testing. Release temporary supports only with the specified authority. Record defects and restrictions; hand the structure/area back under the principal contractor's process.
The actual project method must expand every stage with grid lines, member marks, lift plan IDs, bracing positions, connection acceptance and people authorised to release hold points. A reader should know exactly when the partially built frame is safe for the next operation. A general blog example cannot supply these engineering details.
Scenario: change in connection order
A crane arrives to erect a two-bay frame. The erection crew discovers that one connection plate has not been fabricated as shown. The project manager proposes lifting the next beam and “coming back to the plate.” The RAMS should stop the sequence, keep the current stage stable and refer the change to the structural designer/temporary-works team. The crane and access plan may also need revision. The crew does not treat the old RAMS signature as permission to skip a bracing or connection hold point.
Approval, review and Complys links
Record structural/temporary-works design approval [name/version/date], lift-plan approval [appointed person/date], erection supervisor [name/date], principal contractor coordination [name/date] and crew briefing [names/time]. Review after a drawing or sequence change, component substitution, ground/weather change, plant change, near miss or failure of a hold point. Keep superseded versions out of circulation.
Link to the live steelwork page, RAMS pillar and verified risk assessment software page. CTA: use the worksheet to bring the design, lifting and access evidence into a readable site-specific RAMS, then obtain competent sign-off and brief the crew. Do not claim Complys designs a frame, validates lifting equipment, approves temporary works or guarantees HSE/main-contractor acceptance.
Source, claim and writer-side QA register
| Material claim | Primary source | Boundary |
|---|---|---|
| Steel erection risks include falls, moving steel, collapse, dropped materials and plant overturn | HSE steel erection | Project-specific engineering controls required. |
| Erection sequence and temporary stability need designer/engineer consultation | HSE steel erection | Generic template cannot certify stability. |
| Work at height should be avoided or falls prevented where possible | HSE assessing work at height | Residual risk requires rescue planning. |
| Lifting operations must be properly planned by appropriate competent people | HSE planning lifting operations | Separate lift plan and actual equipment/ground decision. |
Intent/cannibalisation: specialist steel-erection RAMS form, distinct from broad steelwork compliance page and generic RAMS template; repo/in-flight check remains. Product truth: no design, lift or approval capability claimed. Jurisdiction: GB. Writer-side QA: form, hold points, real sequence boundaries, HSE sources, metadata and internal links checked. Competent engineer, appointed person, product, canonical and whole-page publication QA remains.