Structural Steelwork Erection RAMS — Generate in Minutes
Generate comprehensive RAMS for structural steel frame erection. Covers crane operations per BS 7121, erection sequence, temporary stability, bolt-up, metal decking installation, and welding operations — aligned with CDM 2015, LOLER 1998, and BCSA guidance. UK steelwork contractors and principal contractors use this template to demonstrate compliance before works commence.
What a Structural Steelwork RAMS Covers
- Crane lift planning per BS 7121 and LOLER 1998 — appointed person, lift cards
- Erection sequence and temporary stability bracing procedures
- Working at height on steel — safety nets, harnesses, MEWPs
- Bolt-up and HSFG torquing procedures with torque verification records
- Metal decking installation with edge protection and anti-void covers
- Welding and hot works method statements with fire watch arrangements
- Steelwork delivery, off-loading, and storage management
Regulatory Framework
- CDM 2015 — construction phase health and safety management
- BS 7121 — safe use of cranes
- LOLER 1998 — lifting operations and lifting equipment
- Work at Height Regulations 2005 — fall protection hierarchy
- BCSA Guide to Steel Erection in Windy Conditions
- BS EN 1090 — execution of steel structures
Frequently Asked Questions
- What fall protection is required for steel erection?
- Safety nets below the working level as collective protection, then harnesses clipped to certified anchorage points. MEWPs provide access where practicable. Specify the net installation procedure and rescue plan for suspended operatives.
- What wind speed limits apply to steel erection?
- BCSA guidance recommends ceasing general steel erection at 23 mph sustained wind speed. Crane operations may need to stop at lower speeds depending on load characteristics. Wind monitoring and stop-work procedures must be documented in the RAMS.
- Do steelwork contractors need a LOLER appointed person?
- Yes. All crane-assisted steelwork erection requires a LOLER-competent appointed person to plan and supervise lifting operations. Lift plans must be prepared for each significant lift and kept on site.
- What is required for HSFG bolt tensioning?
- High-strength friction-grip bolts must be tightened using a calibrated torque wrench or part-turn method per BS EN 1090. Records of torque values must be maintained and bolts inspected before concrete or decking covers them.
- How long does it take to generate a steelwork RAMS?
- Using RAMS AI, most steel erection RAMS documents are completed in under 20 minutes. The AI pre-populates lift planning, fall protection hierarchy, regulatory references, and method statement sections specific to structural steelwork.