Steel erection RAMS template for Ireland

A steel erection RAMS must show how every element is delivered, lifted, connected and braced while the frame is only partly complete. It needs a competent structural and temporary-stability design, a lift plan, controlled exclusion zones, safe work at height, weather and ground assumptions, inspection hold points, and a clear end-of-shift stable condition. This template helps an Irish project team record those decisions. It is not a design calculation, lift plan or permission to erect from an unapproved sketch.

The Health and Safety Authority (HSA) construction procurement, design and management guidance stresses that temporary-works designers and contractors must understand load and construction-sequence assumptions. The HSA's steel-frame example identifies crush and fall hazards during column, rafter and bracing erection. These sources help frame the questions; the project's permanent-works designer, steelwork designer, temporary-works designer, lifting team and contractor must decide the actual method.

Why the erection sequence is the safety plan

A completed frame may be stable while an intermediate frame is not. Columns may need temporary restraint before beams and bracing are fixed; a crane may support a member only during an agreed part of the sequence; wind and weather can change the load. Baseplates, anchors, concrete strength, bracing, connection completion and ground bearing all matter. The crew must know exactly when a member becomes self-supporting and when the crane may be released. Do not infer this from a final structural drawing or an assumption that “two bolts are enough.” The competent designer sets the criteria.

The lift plan must identify element weights and centres of gravity, lifting points, equipment capacity, ground support, exclusion and communication. The HSA design guidance recommends marking weight and centre of gravity and designing connections to simplify safe erection. Work at height should follow the HSA hierarchy: avoid exposure where possible, use suitable collective working platforms and plan individual fall protection and rescue only where justified. An access platform must be workable at each connection, not merely drawn on a final site plan.

Copyable steel erection RAMS worksheet

Fill the brackets with site-specific evidence. Leave design or lift decisions as HOLD until the competent approver releases them. The staged table is an organisational framework, not an erection instruction.

A. Job, design and duty holders

Hold A — engineered release: no steel element is lifted until the competent design team has approved the erection sequence, temporary stability, connections, foundations, lift plan and ground support. Confirm the design assumptions against the actual delivered members and site. A site supervisor may not improvise missing bracing or connection requirements to keep a crane busy.

B. Element and stage register

List each erection stage and what must be true before the next one. Attach a marked-up drawing. For each member, identify its weight/centre of gravity and lifting points in the approved plan; record how it will be supported, connected and checked before releasing the lifting equipment.

Hold B — stability at each stage: the engineer/authorised technical supervisor must confirm that actual anchors, temporary props/bracing and connections match the design before the crane releases a member or the next lift begins. If a bolt hole, base level or member differs from the drawing, stop and obtain a written design resolution. Do not cut, slot, weld or substitute a connection without designer approval.

C. Lift and landing controls

Lifting is a specialist operation. The RAMS should reference a separate competent lift plan and record its interfaces, not invent rigging instructions. The HSA's steel-frame example highlights falling members, swinging beams and crush injuries. The job-specific plan should address:

• The real weights, centres of gravity, approved lifting points, slings and lifting equipment.
• Crane/telehandler selection and ground-bearing conditions, including underground services, basements and trenches.
• The load's route, slew and landing area, keeping all non-essential people outside the drop/swing zone.
• Who signals the operator and how communications are tested, especially where line of sight is poor.
• How erectors reach a safe connection position and how they can withdraw without standing under an unsupported load.
• Weather limits from the crane, load shape, installation stage and designer, plus a plan to secure the frame if a lift is stopped.
• A specific rule for when the load can be unslung, checked and passed to the next stage.

Hold C — altered lift: a different crane, site position, load, rigging point, wind condition or ground condition is a new lift-plan decision. Stop and have the competent lifting team revise the plan. A load that can be lifted is not necessarily one that can be landed or left safely.

D. Work stages and hazards

The HSA work-at-height guidance requires properly planned work, competent people, suitable equipment and inspection. A MEWP or scaffold is often a better way to reach a connection than walking beams. If fall arrest is used for a justified operation, record rated anchorage, fall clearance, equipment checks, trained users and a prompt rescue system. A harness with no rescue is not a complete control. Guard openings and protect people below from tools and small components.

Hot work, including welding or cutting, needs separate controls for ignition, fume, nearby combustibles and the structure being modified. The HSA fire-prevention guidance discusses permits, fire watchers and checks after work. If welding would alter the designed joint or sequence, get designer approval first. Welding quality acceptance and inspection should be specified by the structural design and relevant technical standards, not improvised in a generic RAMS.

E. People, briefing and interfaces

Use the HSA RAMS/Safe Plan of Action to brief each crew on the exact lift, exclusion, current frame condition, changes and stop signal. The PSCS/site coordinator needs to know which other trades and routes must remain clear. Record how a design change reaches the lifting team and operators; an updated drawing in an email is not sufficient if the site crew still works from an older revision. Confirm language/accessibility and that the crew can explain the sequence.

F. Emergency and change response

State the emergency address, access gate, muster point, communications and responder coordinator. The rescue method must reflect the stage: access to an unfinished frame is different from access to the finished building. No one should try to stabilise a moving frame or rescue a casualty by entering an exclusion zone without a competent plan.

Worked example: steel-framed workshop extension

A contractor will erect a small steel frame beside an operating yard. The base concrete has been poured, but one anchor group sits slightly out of position. The erection crew has a crane booked and proposes to enlarge the baseplate holes, stand the columns and “add bracing later.” This is a stop. The designer must assess the anchor deviation and approve a connection correction, the lifting team must confirm ground and exclusion controls, and the temporary-works design must state which bays can stand before permanent bracing is fitted. The yard must be segregated so vehicles and workers do not enter the slew or collapse zone. At the end of the shift the frame must be in the designer-approved stable condition. The RAMS records these releases and the responsible people; it does not turn a last-minute field fix into a safe connection.

Common mistakes

1. Treating final structural drawings as the erection method. Intermediate stages need explicit temporary stability and load assumptions.
2. Letting a crane release before a member is proven stable. Specify the connection and brace acceptance check.
3. Improvising around misaligned anchors or steel. Refer deviations to the designer in writing.
4. Using an exclusion zone only during the lift. The partly erected frame may remain unstable afterward; keep the correct boundary.
5. No access or rescue plan at the connection. A platform drawn on the final building may not be available during erection.
6. Overlooking weather and end-of-shift state. The incomplete frame can see wind before the permanent system is complete.
7. Moving design information without updating the crew. Use one revision and a documented rebrief.

Links and product boundary

The existing Irish construction compliance guide is a broad owner; this is a steel-specific fillable work-package RAMS. The observed Irish construction sector page is a potential commercial link after implementation and offer checks. The proposed /ie/rams-software route was not verified live. Do not claim Complys designs a frame, validates anchor capacity, writes a lift plan, inspects welds or certifies stability. A truthful demo request may ask whether the current Irish product stores approved drawings, RAMS revisions, briefing evidence and handover records. Competent designers and contractors remain responsible for technical approval.

Source/claim and writer-side QA register — 5 October 2026

Terminal writer-side disposition: READY. A competent project team must supply and approve the actual design and lift sequence. No Complys site or repository changes were made.