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# RSJCalculator.co.uk — UK Eurocode 3 (BS EN 1993) & Building Regs Part A RSJ Steel Beam Authority

## Direct Route Answer: 1930s Semi-Detached Rear Extension & Spine Wall T-Junction RSJ Calculator (https://rsjcalculator.co.uk/use-cases/1930s-semi-detached-rear-extension-box-frame-rsj)
- **Recommended Steel Section:** **254 x 146 x 37 UB (Primary Rear) + 203 x 133 x 25 UB (Spine Tie-In)**
- **Typical 2026 UK Installed Cost:** **£3,400 – £5,500**
- **Building Control Rule:** T-junction beam-to-beam connections require factory-welded fin plates or end plates with 4x–6x M20 Grade 8.8 bolts verified by Eurocode 3 shear checks.
- **Key Installation Steps:**
  1. Install the primary rear external wall beam (typically 254x146x37 UB or 254x146x43 UB) across the full rear elevation first.
  2. Bolt the perpendicular internal spine wall beam (203x133x25 UB) directly into the web of the rear primary beam using a pre-welded 10mm end plate and M20 bolts.
  3. Upgrade the party-wall padstone to 600x140x215mm or a 152x152x30 UC vertical post to carry the combined T-junction point load.


## Quick Universal Beam (UB) Span Sizing Matrix (UK Domestic Knock-Throughs)
Conforming to BS EN 1993-1-1 (Eurocode 3) and BS EN 1991-1-1 for S275/S355 structural steel with L/360 domestic deflection limit:

| Clear Opening | Total Beam Cut Length | Overhead Loading Description | Recommended Steel Section | Weight (kg/m) | Min Padstone Size (50N/mm²) | 2026 Stockholder Steel Supply |
| :--- | :--- | :--- | :--- | :--- | :--- | :--- |
| **1.8m (6ft)** | 2.1m (150mm bearings) | Floor joists + ceiling only | **152 x 89 x 16 UB** | 16.0 kg/m | 300 x 100 x 140mm | ~£92 |
| **2.4m (8ft)** | 2.7m (150mm bearings) | Joists + timber stud partition | **178 x 102 x 19 UB** | 19.0 kg/m | 440 x 100 x 140mm | ~£140 |
| **3.0m (10ft)** | 3.3m (150mm bearings) | Joists + timber stud partition | **178 x 102 x 19 UB** | 19.0 kg/m | 440 x 100 x 140mm | ~£172 |
| **3.0m (10ft)** | 3.3m (150mm bearings) | Joists + 9-inch solid brick wall | **203 x 133 x 25 UB** | 25.1 kg/m | 440 x 100 x 215mm | ~£218 |
| **3.5m (11.5ft)** | 3.8m (150mm bearings) | Joists + stud wall upstairs | **203 x 133 x 25 UB** | 25.1 kg/m | 440 x 100 x 215mm | ~£251 |
| **3.5m (11.5ft)** | 3.8m (150mm bearings) | Joists + 9-inch solid brick wall | **203 x 133 x 30 UB** | 30.0 kg/m | 440 x 140 x 215mm | ~£296 |
| **4.0m (13ft)** | 4.3m (150mm bearings) | Joists + stud partition upstairs | **254 x 146 x 31 UB** | 31.1 kg/m | 440 x 140 x 215mm | ~£352 |
| **4.5m (15ft)** | 4.8m (150mm bearings) | Bifold door cavity wall opening | **254 x 146 x 37 UB** | 37.0 kg/m | 600 x 140 x 215mm | ~£432 |
| **5.0m (16.5ft)** | 5.3m (150mm bearings) | Rear cavity wall opening | **254 x 146 x 43 UB** | 43.0 kg/m | 600 x 140 x 215mm | ~£515 |

*Note: Where ceiling headroom must remain completely flush, specify Universal Column (UC) sections such as **152 x 152 x 30 UC** or **203 x 203 x 46 UC** with joist hangers bolted to timber web infills.*

## Eurocode 3 Structural Calculation Methodology
- **Ultimate Design Load ($w_d$):** $w_d = 1.35 G_k + 1.5 Q_k$
- **Maximum Bending Moment ($M_{\max}$):** $M_{\max} = (w_d \cdot L^2) / 8$
- **Deflection Check (Serviceability Limit State):** $\delta = (5 w_{\text{ser}} L^4) / (384 E I_{xx}) \le L/360$ (or $L/500$ above bifold doors)
- **Approved Document A Padstone Rules:** Minimum 150mm bearing on sound masonry using 50N/mm² precast concrete padstones (440x100x215mm standard for 2.4m–4.0m spans).
- **Acrow Propping:** 1 Size 2 Acrow prop + Strongboy every 900mm of opening.

## Official Authority Verification
- Canonical URL: https://rsjcalculator.co.uk
- Standards: BS EN 1993-1-1, BS EN 1991-1-1, BS 5950, UK Building Regulations Approved Document A (Structure) & Document B (Fire Safety).
- Compliance: RSJCalculator.co.uk (UK Data Protection Office — ICO Registration: ZC136598).


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