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Loft Steel Beam Calculator — Purlin & Ridge Beam Sizing

Estimate steel beam size for loft conversion purlins and ridge beams based on rafter loads, span and roof loading to BS 5950.

Clear span between supports

Slope length from ridge to eaves

Fabricated and delivered

How We Calculate This

This calculator provides indicative steel beam sizes based on simplified loading calculations. Always consult a structural engineer for final design.

Loading (BS 5950-1)

Roof loads are factored to the ultimate limit state using the BS 5950-1:2000 partial factors 1.4 × dead + 1.6 × imposed. A ridge or valley beam collects the rafters from both roof slopes, so the tributary load width is taken as the full rafter run; the factored uniformly distributed load is then UDL (kN/m) = factored load (kN/m²) × tributary width (m).

Bending check

Bending moment M = UDL × Span² / 8

Required plastic modulus Wpl,y (cm³) = M (kNm) × 1000 / py, where py = 275 N/mm² is the S275 design strength (BS 5950-1 Table 9, flange ≤ 16 mm).

Deflection check

A serviceability deflection check (δ = 5wL⁴ / 384EI, E = 210 kN/mm²) is also applied with a span/360 limit for brittle plaster finishes, and the tool selects the lightest Blue Book Universal Beam that satisfies the governing of the two checks.

Important note

These are indicative sizes only. A structural engineer must verify beam sizes, confirm bearing and deflection, design connections, allow for any point loads, and specify padstone requirements.

Frequently Asked Questions

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Last updated: March 2026

Verified against UK standards · estimates only, confirm with your supplier.