Most loft conversions require structural steel beams — typically RSJs (rolled steel joists) or UBs (universal beams) — to support the new floor, form the ridge, or create openings where load-bearing walls are removed. Lifting and installing these beams is one of the highest-risk activities on the project.
Your steelwork RAMS should cover the full sequence: delivery and offloading, temporary storage on site, manual or mechanical lifting into the loft, positioning and propping, and final fixing. Key hazards include the weight of the steels (a typical 203 x 133 UB at three metres long weighs roughly 75kg — well beyond safe manual handling limits), crush injuries during manoeuvring, working at height during installation, and the temporary instability of the structure while the steel is being positioned but before it is fully connected.
For mechanical lifting, your RAMS should specify the type of lifting equipment (e.g. a hiab crane, gin wheel, or scaffold-mounted hoist), the safe working load, the slinging arrangement, and the exclusion zone below the lift. If you are using a crane, you will also need a lift plan. For manual handling of lighter steels, your RAMS should set out the team size, the route, the PPE required (minimum of safety boots and gloves), and how the steel will be supported during the carry.
The structural engineer’s design should inform your temporary propping arrangements. Your RAMS must describe how the structure will be supported during the transition period when existing timbers have been cut but the new steel is not yet fully loaded. Getting this wrong can result in structural collapse — a risk that must be taken extremely seriously.