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Which structure carries the least upfront carbon?

St Luke’s Health Headquarters, Launceston, Tasmania. Three structural systems for an eight-storey office building, compared across life-cycle stages A1–A5.

89.5 kg CO₂e/m² GFA
for the mass timber option, the lowest of the three
St Luke’s Health Headquarters at dusk: a glazed office volume with an exposed timber frame on the top floor, rising above a red-brick heritage street front
Building type
Office building
Location
Launceston, Tasmania, Australia
Scale
8 storeys, 8,062.4 m² GFA
Life-cycle stages
A1–A5
Structural options
Post-tensioned concrete, reinforced concrete, mass timber
Tools and data
NABERS-based (A1–A3), One Click LCA (A4–A5)

Overview

This study evaluates how the choice of structural system changes the upfront embodied carbon of St Luke’s Health Headquarters. Three alternatives were compared: post-tensioned concrete, reinforced concrete and mass timber. Material production, transport to site and construction activities were assessed together, so the comparison reflects the carbon released before the building opens rather than the product stage alone.

The challenge

The question was asked at an early design stage, while the structure was still open. How much could the choice of structural system change upfront carbon once production (A1–A3), transport (A4) and construction (A5) were counted together?

Structural systems compared

Upfront carbon per square metre of GFA, split by life-cycle stage. Mass timber comes in about 25% below reinforced concrete and about 10% below post-tensioned concrete.

Mass timber Lowest
77.14 11.54
89.5
Post-tensioned concrete
94.35
99.9
Reinforced concrete
112.94
119.6
Upfront carbon by stage, kg CO₂e/m² GFA
SystemA1–A3A4A5Total
Mass timber77.140.8011.5489.5
Post-tensioned concrete94.351.494.0699.9
Reinforced concrete112.941.814.88119.6
Totals are the sum of the three stages. In the mass timber option, construction (A5) makes up a larger share, 13%, than in either concrete option, 4%, while its product stage is far lower.

Methodology

A hybrid approach, using the tool best suited to each group of stages.

A1–A3 with NABERS

Embodied carbon from production and upstream processes, quantified with Australian datasets.

A4–A5 with One Click LCA

Transport and construction impacts, quantified from material quantities, EPDs and Green Star benchmark data.

Biogenic carbon, reported separately

In line with NABERS practice, carbon stored in timber is shown on its own rather than subtracted as a negative emission. Gross emissions stay visible, and so does the storage.

Mass timber results

Gross upfront emissions and the carbon stored in the timber, reported side by side.

Emitted and stored

Gross emissions721,575 kg CO₂e
Biogenic carbon stored1,566,968 kg CO₂e

The timber structure stores a little over twice the carbon released to build it. The two figures are reported separately and are not netted off.

Where the emissions sit

  • Vertical structures72%
  • Foundations and substructure15%
  • Horizontal structures8%
  • Steel connections4%
  • Stairs1%

Transport and sourcing

The A4 results showed truck transport as the larger part of transport emissions, ahead of shipping. Road freight moved larger quantities and carries a much higher emission factor: 0.1 kg CO₂e/tkm against 0.0057 kg CO₂e/tkm for shipping, roughly 17 times higher per tonne-kilometre.

For a project in Tasmania, that makes local sourcing and the road leg of each supply route worth checking early.

Conclusion

Within the scenarios assessed, mass timber was the lowest-upfront-carbon structural option. The study shows how early structural choices, material sourcing and transport strategy can materially change embodied carbon, and why those decisions are worth testing before the structural system is fixed.

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