Thermal Bridging in ASHRAE 90.1-2022

ASHRAE 90.1-2022 introduced new rules for dealing with thermal bridges, those spots in your building envelope where heat sneaks through faster than it should. Think of shelf angles, floor slab edges, parapets, and balcony connections. These areas have always been energy weak points, but until now, the standard mostly ignored them.

That's changed. Section 5.5.5 now requires you to account for thermal bridging, and this guide breaks down what you need to know, including the specific calculation methods for different framing types.

How to Use This Guide

Thermal bridging requirements touch multiple sections of 90.1-2022 and reference external standards. Use this decision tree to find your path:

1

Step 1: What are you calculating?

Option A: Thermal bridge impact (Psi/Chi values) → Go to Thermal Bridge Compliance

Option B: Assembly U-factor → Continue to Step 2

2

Step 2: What's your framing type?

If your assembly is...
Then use...
Reference

CFS attic roof (≤600mm spacing, insulation at ceiling)

AISI S250 (required)

CFS Attic Roofs

CFS wall — covered by Sections A2–A8

Pre-calculated tables

Appendix A

CFS wall — not in A2–A8 tables

AISI S250 (with conditions)

Steel-Framed Walls

Wood framing

Parallel path calculation

Section A9

Mass wall

Isothermal planes or 2D calc

Section A9

Metal building

Section A9.4.6 equations

Section A9

Other / non-standard

Section A9 procedures

Section A9

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Step 3: Which compliance path? (for thermal bridges)

Path
What you do
Key reference

Prescriptive

Meet Section 5.5.5 requirements directly

Section 5.5.5

Trade-off

Use Psi/Chi values from Table A10.1 in Appendix C calculation

Table A10.1

Performance

Adjust insulation conductance in energy model

Section A10.2

Quick Reference

What You Need
Where to Find It

Thermal bridge Psi/Chi values

Section 5.5.5, Table A10.1

CFS wall U-factors

AISI S250-21 or Section A9

CFS attic roof U-factors

AISI S250-21 (required)

Calculation method by assembly type

Section A9.2

Air film and material R-values

Section A9.4

Pre-calculated assembly U-factors

Sections A2–A8

Alternative assembly procedures

Section A9

Why This Matters

For years, energy models assumed building assemblies connected perfectly, no thermal shortcuts, no weak spots. But real buildings don't work that way. A steel beam punching through your insulation creates a heat highway that your U-factor calculations never accounted for.

As insulation requirements got stricter over successive 90.1 editions, this gap between modeled and actual performance grew wider. The new thermal bridging provisions close that gap.

The Three Types of Thermal Bridges

Clear-Field Thermal Bridges

These are the repeating elements spread across your assembly, studs, masonry ties, fasteners, metal girts and purlins. Appendix A handles these through assembly U-factor calculations, so Section 5.5.5 doesn't cover them.

Linear Thermal Bridges

Any element running along a line (horizontal, vertical, or diagonal) that cuts through your insulation layer. Floor edges, parapets, shelf angles, and window perimeters all fall here.

You'll calculate these using the Psi-factor (ψ):

Psi-factor = thermal transmittance per unit length

  • IP units: Btu/(h·ft·°F)

  • SI units: W/(m·K)

Point Thermal Bridges

Discrete penetrations — a beam poking through a wall, a column through a roof, structural anchors. You measure the cross-section at the outer face of your outermost insulation layer.

You'll calculate these using the Chi-factor (χ):

Chi-factor = thermal transmittance of the point bridge

  • IP units: Btu/(h·°F)

  • SI units: W/K

Compliance Paths

You've got three ways to comply, same as other envelope requirements.

Prescriptive Path (Section 5.5.5)

The simplest approach. The standard tells you exactly how much extra insulation to add at each thermal bridge location. No calculations required, just follow the requirements for your specific condition.

Section 5.5.5 covers five categories:

Section
What It Covers

5.5.5.1

Roof/wall intersections (for insulation above deck)

5.5.5.2

Floor edges, with and without balconies/overhangs

5.5.5.3

Shelf angles and cladding support

5.5.5.4

Window-to-wall interfaces (four options based on window placement)

5.5.5.5

Everything else, requires area-weighted calculation

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Wood gets a pass. Materials with thermal conductivity below 3.0 Btu·in/(h·ft²·°F) or 0.433 W/(m·K) are exempt. Wood falls under this threshold.

Trade-Off Path (Section 5.6 / Appendix C)

Can't meet prescriptive requirements at one location? Trade it off against better performance elsewhere in your envelope.

Here's how the math works:

  1. For each thermal bridge that doesn't meet prescriptive requirements, use the Unmitigated Psi or Chi value from Table A10.1

  2. For thermal bridges that do comply prescriptively, use the Default values from Table A10.1

  3. For high-performance details that exceed requirements, enter actual calculated Psi/Chi values — you'll get credit toward overall performance

Each linear or point thermal bridge calculation gets assigned to its associated floor, wall, or roof assembly in the Appendix C calculation.

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You can also use Psi and Chi values from other recognized sources per Section A10.1, you're not limited to Table A10.1.

Performance Path (Section A10.2)

For whole-building energy models using the Energy Cost Budget Method (Section 12) or Performance Rating Method (Appendix G).

The modelling approach:

Adjust the conductance of insulation layers in your modeled assemblies to account for thermal bridging. You're not changing material properties — you're modifying layer conductance to reflect real-world thermal bridge impacts.

Same rules apply: indicate whether each intersection complies prescriptively, then input unmitigated or mitigated Psi/Chi values with quantities.

U-Factor Calculation Methods by Assembly Type

Section A9 spells out exactly which calculation methods you can use for each type of construction. If your assembly isn't covered by the pre-calculated tables in Sections A2–A8, you'll need to use Section A9 procedures.

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Alternative Assemblies (Section A1.2): For assemblies not addressed by, or different from the specifications in Sections A2–A8, use the testing, calculation, and modeling procedures in Section A9 to determine U-factors, C-factors, F-factors, or heat capacities.

Acceptable Methods by Construction Type

Two- or three-dimensional finite difference/finite volume computer models work for everything. Beyond that, here's what's allowed:

Roofs

Roof Type
Acceptable Methods

Insulation entirely above deck

Testing or series calculation

Metal building roofs

Testing, or calculation per Section A9.4.6 (single/double layer)

Attic roofs, wood joists

Testing or parallel path calculation

Attic roofs, steel joists

Testing, parallel path with Table A9.2-1 adjustment factors, or modified zone method

Attic roofs, concrete joists

Testing, parallel path (solid concrete), or isothermal planes (hollow sections)

Other roofs

Testing or 2D calculation

Above-Grade Walls

Wall Type
Acceptable Methods

Mass walls

Testing, isothermal planes, or 2D calculation. Parallel path not acceptable.

Metal building walls

Testing, or calculation per Section A9.4.6

Steel-framed walls

Testing, series path with Table A9.2-2 adjustment factors, or AISI S250 (see conditions below)

Wood-framed walls

Testing or parallel path calculation

Other walls

Testing or 2D calculation

Below-Grade Walls

Wall Type
Acceptable Methods

Mass walls

Testing, isothermal planes, or 2D calculation. Parallel path not acceptable.

Other walls

Testing or 2D calculation

Floors

Floor Type
Acceptable Methods

Mass floors

Testing, parallel path (solid concrete), or isothermal planes (hollow sections)

Steel-joist floors

Testing or modified zone calculation

Wood-joist floors

Testing, parallel path, or isothermal planes

Other floors

Testing or 2D calculation

Slab-on-Grade Floors

No testing or calculations allowed — use the prescribed values.

Steel-Framed Walls: AISI S250 Requirements

For steel-framed walls, you can use AISI S250-21, but there are specific conditions that affect how you apply it.

When AISI S250 Applies Without Modification

Use AISI S250 directly (no adjustments) when:

  • The wall has no cavity insulation and relies on continuous insulation only, framing can be at any spacing

  • The wall has less than 23% framing factor

When You Need to Adjust AISI S250 Inputs

If your steel-framed wall has higher framing factors, you'll need to use more conservative inputs:

Your Actual Framing
Required AISI S250 Input

600 mm (24") o.c. with 23% framing factor

Use next lower spacing input values

400 mm (16") o.c. with 25% framing factor

Use next lower spacing input values

Non-Standard C-Shape Framing

For steel framing members that aren't standard C-shapes, AISI S250's "calculation option for other than standard C-shape framing" is permitted. This involves testing per ASTM C1363 and developing correction factors.

Cold-Formed Steel Attic Roofs: AISI S250 Required

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Mandatory: U-factors for attic roofs with CFS conventional C-shape framing or CFS trusses, where insulation sits at the ceiling joist or bottom chord and framing spacing ≤ 600 mm (24") on-center, shall be determined in accordance with AISI S250.

Joist and Rafter Framing (Section B4.1)

For steep-pitched roofs with C-shape ceiling joists or rafters:

Where:

  • Rs-roof = Cumulative R-value of roof components (excluding steel and cavity insulation)

  • Rins = R-value of cavity insulation between joists

  • Fc = Correction factor from Table B4.1-1

Correction Factors (Fc) for Joist Framing:

Joist Depth
Spacing
R-30
R-38
R-49

3.5" to 4"

16" o.c.

0.94

0.95

0.96

6"

16" o.c.

0.81

0.85

0.88

8"

16" o.c.

0.65

0.72

0.78

10"

16" o.c.

0.27

0.62

0.70

12"

16" o.c.

0.27

0.51

0.62

3.5" to 4"

24" o.c.

0.96

0.97

0.97

6"

24" o.c.

0.86

0.88

0.91

8"

24" o.c.

0.72

0.78

0.83

10"

24" o.c.

0.35

0.69

0.76

12"

24" o.c.

0.35

0.61

0.69

Linear interpolation between table values is permitted.

Truss Framing (Section B4.2)

For C-shape truss framing with ≥24" spacing and ≤3 web penetrations per 4 ft of truss:

Without rigid foam below truss:

With R-3 rigid foam between gypsum and bottom chord:

With R-5 rigid foam between gypsum and bottom chord:

Where Rins = R-value of cavity insulation at the bottom chord.

AISI S250 Wall Calculations: The OTZ Method

For walls with standard C-shape studs at 6", 12", 16", or 24" on-center spacing, AISI S250 uses the Overall Thermal Zone (OTZ) approach.

1

Step 1: Calculate the OTZ

Where:

  • Rcav = Total R-value of the wall cavity (insulation + any air space)

  • Rshe = R-value of exterior continuous insulation (not including wood or gypsum)

  • C₀ through C₅ = Coefficients from Table B3.1.1-1 based on framing spacing and steel thickness

2

Step 2: Calculate the C-Shape Framing Factor

3

Step 3: Calculate Thermal Transmittance at Cavity

4

Step 4: Calculate Overall U-Factor

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Shortcut: AISI S250 Appendix 1 provides pre-calculated U-factors for common wall assemblies with 43-mil steel at 16" and 24" spacing.

Section A9 Calculation Assumptions

When you're doing your own calculations, Section A9.4 specifies the values you must use.

Air Film R-Values

Condition
R-Value (m²·K/W)

All exterior surfaces

0.03

All semi-exterior surfaces

0.08

Interior horizontal, heat flow up

0.11

Interior horizontal, heat flow down

0.17

Interior vertical surfaces

0.12

Air Space R-Values

Use Table A9.4.2-1 values based on effective emittance, provided:

  • Air space is enclosed and unventilated

  • Located interior of continuous air barrier

  • Reflective insulation (if used) is fitted closely and sealed

  • Air spaces < 13 mm have no R-value

  • Use 89 mm values for air spaces up to 300 mm

Insulation R-Values

  • Uncompressed: Use rated R-value

  • Uniformly compressed in confined cavities: Use Table A9.4.3

  • In steel joist attic roofs: Use Table A9.2-1 adjustment factors

  • In steel-framed walls: Use Table A9.2-2 adjustment factors

Testing Requirements

If you're going the testing route instead of calculations:

Material Properties (ASTM C177, C518, or C1363)

  • For concrete: multiply oven-dried conductivity by 1.2 to account for typical installed moisture content

Assembly U-Factors (ASTM C1363)

  • Use production-line or consumer-representative samples

  • Test must include: panel edges, joints, typical framing percentages, and thermal bridges

  • If assembly is too large, test representative portions or multiple portions with weighted average

Steel Thermal Properties

AISI S250 thermal conductivity values by steel thickness:

Designation Thickness (mils)
Thermal Conductivity k (Btu/h·ft²·°F)

33

381

43

495

54

622

68

783

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Conservative assumption: AISI S250 assumes C-shapes without web holes (punchouts). Framing with punchouts performs better than calculated.

Calculation Requirements Summary

Assembly Type
Primary Method
Alternative Methods

Steel-framed walls

AISI S250 (with conditions)

Testing, series path + Table A9.2-2

CFS attic roofs (≤24" o.c.)

AISI S250 required

Testing

Steel-joist attic roofs

Parallel path + Table A9.2-1

Testing, modified zone

Wood-framed walls

Parallel path

Testing

Mass walls

Isothermal planes or 2D

Testing. Not parallel path.

Metal building

Section A9.4.6 equations

Testing

Thermal Bridge Type
Factor
Units (IP)
Units (SI)

Linear

Psi (ψ)

Btu/(h·ft·°F)

W/(m·K)

Point

Chi (χ)

Btu/(h·°F)

W/K

Quick Reference: Table A10.1 Values

Compliance Status
Which Column to Use

Doesn't meet prescriptive

Unmitigated

Meets prescriptive

Default

Exceeds prescriptive

Calculate actual value for credit

Training, If You Need It

To support practitioners navigating these requirements, we've developed on-demand training specifically focused on linear thermal bridging using LBNL THERM. The course walks through the calculation methods and modelling approaches you'll need for compliance, particularly when moving beyond prescriptive requirements. You can find details at https://docs.betterbuilding.io/sign-up-and-plans/news-and-updates/linear-thermal-bridging-lbnl-therm-on-demand-trainingarrow-up-right.

As we continue developing our documentation and workflow tools, we want to ensure they actually support your practice. Are you finding the 50mm fenestration alignment manageable? How are the balcony percentage limits affecting your designs in colder zones? We'd love to hear how you're approaching these requirements and what would make compliance more efficient.

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