Structure
Simple Design
Section titled “Simple Design”Existing to Remain
Section titled “Existing to Remain”The reuse of a pre-existing structural system for a given percentage of the building's floor area. Note that these measures only affect upfront emissions; refurbishments are counted normally.
Primary Structural System
Section titled “Primary Structural System”Specification of a structural system other than the system modeled in the baseline. Note that this is not strictly a carbon reduction measure, as the substitution of some structural systems with some others can lead to an increase in embodied emissions.
- Reinforced Concrete. A structural system comprised of columns, beams, and slabs of concrete reinforced with steel that provides tensile strength.
- Mass Timber. A structural system comprised of massive beams, panels, and columns, often assembled by aggregating many smaller timber elements. This approach assumes that timber elements are aggressively substituted for other structural materials.
- Wood Frame. A structural system comprised of dimensional lumber, plywood sheathing, and reinforced concrete cores and podiums.
- Steel Frame. A structural system comprised of steel columns, beams, and girders connected with rigid or pin joints. Floors are steel decking with a concrete topping slab.
- Hybrid Concrete-Steel. A structural system that combines rigid steel frames with concrete columns, beams, and slabs. These hybrid structures are more materially intensive and may be used when there are significant seismic loads, in high-rise buildings, or for programs with very high live or environmental loads.
Secondary Structural System
Section titled “Secondary Structural System”Specification of a secondary structural system, and its associated percentage of the overall building structure.
Structural Efficiency
Section titled “Structural Efficiency”Specification of the the structural material intensity based on the chosen material. The selections made in this field sample the distribution of bills of materials (not carbon intensities). The underlying data is listed in C.Scale's whole life carbon methodology.
Live Load
Section titled “Live Load”The design live load, in psf or kPa, used to estimate structural quantities. C.Scale fills in a default you can override.
Concrete Carbon Intensity
Section titled “Concrete Carbon Intensity”The specification of concrete for a given strength class. Concrete emissions are assessed regionally. See Structure in the C.Scale data model for details on how carbon intensity data is regionalized.
Detailed Design
Section titled “Detailed Design”The Detailed Design configurator supports the input of project-specific data.
To begin using this feature, turn on Detailed Design within the Structure accordion, and then click "Configure Structure".

Turn on "Detailed Design".

Structure Detailed Design Configurator.
You can configure structural materials using the table and the following fields in the right-hand panel:
Section and Subsection
Section titled “Section and Subsection”The structural section (substructure or superstructure) and subsection where the material is applied.
Quantity
Section titled “Quantity”The quantity of material.
Material
Section titled “Material”The material used in the structural design.
Material Origin
Section titled “Material Origin”The source of the material.
Service Life
Section titled “Service Life”Number of years over which at least half of the material will be replaced.