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Steel Beam Calculator (RSJ) — Domestic Openings
Estimate steel beam (Universal Beam / RSJ) size for domestic openings. Always obtain structural engineer sign-off before ordering or installing steelwork.
Clear span of the opening (not including bearings)
Minimum beam end bearing (default 150mm)
Extra user uplift on top of EC0 γG=1.35 and γQ=1.5 (default 1.0)
Safety notice
Structural elements must be designed or checked by a structural engineer before construction. Treat these figures as initial guidance for planning and budgeting, not a structural design.
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How We Calculate This
This calculator estimates a suitable Universal Beam (UB) section for a domestic wall opening based on the span, load type and wall construction. It uses simplified loading assumptions derived from BS EN 1991-1-1 (Eurocode 1 — Actions on structures).
Loading assumptions
- Timber floor: 0.5 kN/m² dead + 1.5 kN/m² imposed = 2.0 kN/m²
- Concrete floor: 3.5 kN/m² dead + 1.5 kN/m² imposed = 5.0 kN/m²
- Roof (tiles): 1.0 kN/m² dead + 0.6 kN/m² imposed = 1.6 kN/m²
- Wall self-weight: ~10.8 kN/m per storey (cavity brick + dense block + plaster at 2.4 m storey height; load-bearing walls only)
- Tributary width: 4.0 m assumed floor span onto beam
Beam selection
Loads are factored to the ultimate limit state using the partial factors from BS EN 1990 (γG = 1.35 on permanent/dead, γQ = 1.5 on variable/imposed), then the applied bending moment is calculated as M = wL²/8 for a simply supported beam, using the effective span (clear span + bearing length). The smallest UB section whose moment capacity Mc,Rd = Wpl × fy (S275, fy = 275 N/mm²) exceeds the applied moment is the starting point.
Deflection (serviceability) check
The selected section is also checked for deflection δ = 5wL⁴/(384EI) using the unfactored (characteristic) loads and E = 210,000 N/mm². The beam is sized up until it satisfies both span/360 under imposed load (to protect brittle finishes such as plaster, per the UK National Annex to BS EN 1993-1-1 Table NA.2) and span/250 under total load. For UK domestic beams, deflection frequently governs over bending strength at longer spans, so the result shows which check governs.
Important disclaimer
This calculator is for estimation only. A qualified structural engineer must produce the final beam specification and calculations. Building Control approval is required before any structural work begins.
Correction
July 2026: The indicative masonry bearing value used to suggest padstone sizes was revised from a dense-blockwork assumption to a conservative aircrete-safe figure; use the padstone sizing calculator for material-specific values.
Working figures for this are collected in our Beam Deflection Limits reference table.
Frequently Asked Questions
Yes. Building Regulations (Approved Document A) require that all structural alterations are designed by a competent person. A structural engineer will produce calculations and a specification drawing. Building Control will require these calculations before approving the work. This calculator provides an estimate only — never order steelwork based solely on this tool.
For a typical single-storey domestic opening of 2.4-3.6m span, a 152x89x16 UB or 203x102x23 UB is commonly used. For two-storey loads or longer spans, larger sections such as 254x146x31 UB or 305x127x37 UB may be needed. The actual size depends on span, loading, bearing conditions and building geometry.
Yes. As well as the bending-strength check, this calculator checks deflection (sag) under load and sizes the beam up if needed. The UK National Annex to BS EN 1993-1-1 (Table NA.2) limits deflection to span/360 under imposed load for beams carrying brittle finishes such as plaster, and span/250 under total load is a common overall serviceability limit. A beam can be strong enough in bending yet still sag too much, cracking ceilings and finishes — at longer domestic spans, deflection often governs the beam size rather than strength. The result shows which check governs. This remains an estimate; your structural engineer will confirm the final deflection limits for your project.
A padstone is a concrete or engineering brick pad placed under each end of a steel beam to spread the load into the wall below. Without a padstone, the concentrated load from the beam end could crush the blockwork or brickwork. Padstones are typically dense concrete (min 40 N/mm²) or Class A engineering bricks bedded in 1:3 mortar. Use our Padstone Sizing Calculator to determine the correct size.
Steel beams typically cost between £30-£60 per metre for common domestic sizes (up to 305 UB), plus delivery. Fabrication (end plates, fire protection) adds to the cost. Installation by a builder including temporary propping, padstones and making good typically costs £500-£2,000 depending on access and complexity.
For load-bearing walls, you must install temporary support (needles and Acrow props) before removing any masonry. Needles are typically placed at 900mm maximum centres, extending at least 600mm beyond each side of the opening. Props must bear onto spreader plates on a solid floor. Never remove a load-bearing wall without proper temporary works. See our Acrow Prop Spacing Calculator for prop requirements.
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Last updated: July 2026
Verified against UK standards · estimates only, confirm with your supplier.