Let’s break down how the avoided emissions values of ~1.5–2.5 tCO₂eq/m³ are obtained when replacing reinforced concrete or steel with timber, using the EN 16449 and EN 15978 standards as the foundation.
Typically 1 cubic meter (m³) of material is used as the unit of comparison.
This ensures a consistent basis for comparing timber, concrete, and steel.
EN 15978 defines how to assess embodied carbon across the life cycle stages:
🔧 Example Embodied Carbon Values (A1–A3 only):
Reinforced Concrete: ~2.5–3.0 tCO₂eq/m³
Structural Steel: ~10–12 tCO₂eq/m³
Timber (e.g., glulam): ~0.3–0.5 tCO₂eq/m³
These values come from Environmental Product Declarations (EPDs) and LCA databases like Ökobaudat, ecoinvent, or OneClick LCA.
EN 16449 defines how to calculate biogenic carbon stored in wood:
Carbon content of dry wood ≈ 50% of mass
Conversion factor: 1 kg of carbon = 3.667 kg of CO₂
For 1 m³ of wood (~500 kg dry mass), stored carbon ≈ 250 kg → ~0.9 tCO₂eq stored
This is temporarily removed from the atmosphere and stored in the building for decades.
Avoided emissions =
(Embodied carbon of replaced material) − (Embodied carbon of timber) − (Biogenic carbon stored)
🧮 Example:
Replacing 1 m³ of reinforced concrete:
Concrete: 2.7 tCO₂eq
Timber: 0.4 tCO₂eq
Biogenic storage: −0.9 tCO₂eq
→ Avoided emissions = 2.7 − 0.4 − 0.9 = 1.4 tCO₂eq
Replacing steel:
Steel: 11 tCO₂eq
Timber: 0.4 tCO₂eq
Biogenic storage: −0.9 tCO₂eq
→ Avoided emissions = 11 − 0.4 − 0.9 = 9.7 tCO₂eq
If the wood is landfilled or incinerated, the stored carbon may be released.
If it’s reused or recycled, the storage may be extended or credited in Module D.