Engineering Reference

Lumber Sizes — Nominal vs Actual

Nominal and actual dimensions for softwood dimensional lumber, in inches and millimetres, with the subtractive rule that generates them.

Data verified 2026-09-29 · based on PS 20-20

Quick Answer

A 2×4 is not 2 inches by 4 inches — it is 1-1/2 in × 3-1/2 in (38 mm × 89 mm) dry. The rule for lumber under 2 inches nominal thickness is simple: subtract 1/4 in from thicknesses below 1 in and 1/2 in from thicknesses of 1 in or more, and 1/2 in from the width. Above 2 in nominal, the reduction is 3/4 in.

Nominal and Actual Lumber Dimensions

Nominal[2]Actual thickness
in[2]
Actual width
in[2]
Actual thickness
mm[1]
Actual width
mm[1]
Typical use[2]
1×2 #0.751.5019.038.1Furring strips, lattice, light trim
1×3 #0.752.5019.063.5Furring, trim, light framing
1×4 #0.753.5019.088.9Trim, shelving, light framing
1×6 #0.755.5019.0139.7Fence boards, shelving, trim
1×8 #0.757.2519.0184.1Shelving, siding, fascia
1×10 #0.759.2519.0234.9Shelving, fascia, stair treads (with support)
1×12 #0.7511.2519.0285.8Shelving, siding, stair risers
2×2 #1.501.5038.138.1Light framing, blocking, spindles
2×3 #1.502.5038.163.5Light framing, blocking, non-load-bearing partitions
2×4 #1.503.5038.188.9The general-purpose framing member — studs, plates, rafters, joists
2×6 #1.505.5038.1139.7Floor joists, rafters, deck framing
2×8 #1.507.2538.1184.1Floor joists, rafters, headers
2×10 #1.509.2538.1234.9Floor joists, rafters, large headers
2×12 #1.5011.2538.1285.8Long-span floor joists and rafters
4×4 #3.503.5088.988.9Posts, deck columns, blocking
4×6 #3.505.5088.9139.7Beams, posts, heavy blocking
6×6 #5.505.50139.7139.7Structural posts, heavy beams, retaining walls
8×8 #7.257.25184.1184.1Heavy structural posts and timber framing

Actual dimensions are for dry, surfaced softwood at 19% moisture content or less, which is how lumber is sold at retail. Green or unseasoned lumber is cut larger to allow for shrinkage and measures differently. Hardwood is sold by the quarter — 4/4, 5/4, 8/4 — where the nominal thickness is in quarter-inches before surfacing, so 4/4 rough-surfaced-one-side is about 13/16 in thick. Nominal sizes are also not measurements of anything the buyer receives; they identify the product, which is why a 2×4 is still called a 2×4 after a century of shrinking actual dimensions.

Where the Reduction Comes From

Lumber is sawn oversize and then planed smooth on all four faces. The planing removes material from both faces and both edges, so the finished piece is smaller than the nominal rough size in every dimension — and the amount removed is set by the standard rather than by the mill.

Under the American Softwood Lumber Standard, the reduction below 2 inches nominal is 1/4 in for thicknesses under 1 in, 1/2 in for thicknesses of 1 in and above, and 1/2 in from the width up to 8 in. That single rule generates almost every row in the table: a 2×4 becomes 1-1/2 × 3-1/2, a 1×6 becomes 3/4 × 5-1/2, a 2×8 becomes 1-1/2 × 7-1/4.

Above 8 in the width reduction increases to 3/4 in, which is why a 2×10 is 9-1/4 in wide rather than 9-1/2. Above 2 in nominal thickness the thickness reduction also increases to 3/4 in, which is why a 6×6 measures 5-1/2 × 5-1/2. Both exceptions are worth remembering, because the simple subtract-a-half rule gives the wrong answer at exactly the sizes where a beam calculation is most likely to matter.

The nominal size survives because it is a product identifier rather than a measurement. A 2×4 has been called a 2×4 since long before the current planing standards, and changing the name would break every reference in every code book and catalogue.

Designing With Actual Dimensions

Structural calculations always use actual dimensions. The section properties tabulated in span tables and engineering references — area, section modulus, moment of inertia — are computed from the actual size, and substituting the nominal size overstates them badly. A 2×4's actual cross-section is 5.25 in² against the 8 in² the nominal name implies, a 34% overstatement.

The same applies to depth, where the error is worse because bending stiffness scales with the cube of depth and strength with the square. A 2×10 is 9.25 in deep, not 10 in: the actual stiffness is about 79% of what the nominal depth would give, and the actual bending strength about 86%. Sizing a joist from nominal dimensions is not a small error.

Two further practical points. Nominal sizes are stable across the industry, but actual dimensions vary slightly with moisture content and with the surfacing pattern — surfaced-four-sides, surfaced-one-side and rough all differ. And engineered lumber — LVL, glulam, I-joists, LSL — is sold in actual dimensions, with no nominal convention at all, so a 1-3/4 × 9-1/2 LVL really is 1-3/4 × 9-1/2 inches. Mixing nominal-dimension lumber with actual-dimension engineered lumber on the same plan is a common source of framing errors.

Frequently Asked Questions

Why is a 2x4 not 2 inches by 4 inches?
Because the nominal size refers to the rough-sawn dimensions before planing, and a 2×4 is planed smooth on all four faces. The standard reduction — 1/2 in from the thickness and 1/2 in from the width for lumber under 2 in nominal — leaves 1-1/2 in × 3-1/2 in. The nominal name has been kept as a product identifier even though it no longer describes the piece.
What are the actual dimensions of a 2x10?
1-1/2 in × 9-1/4 in, or 38 mm × 235 mm. Note that a 2×10 loses 3/4 in from its width, not the 1/2 in that applies up to 8 in nominal — the width reduction increases above 8 in. A 2×8 is 7-1/4 in wide for the same reason, and a 2×6 is 5-1/2 in.
How do I calculate board feet?
Board feet is a volume measure: nominal thickness in inches × nominal width in inches × length in feet, divided by 12. Note that the trade convention uses nominal dimensions, so a 2×4 eight feet long is 5.33 board feet even though its actual volume is only about 3.5 board feet. Retail sales of dimensional lumber are by the piece, not by board feet; the measure is used for hardwood and for log scaling.
Do metric lumber sizes use different actual dimensions?
Yes, and the difference matters. Metric-dimension softwood — common in Europe and Australia — is sold at actual metric dimensions, so a 45 × 90 mm stud really is 45 × 90 mm, with no nominal-versus-actual gap. The nearest equivalent to a North American 2×4 is 38 × 89 mm, which is close but not identical, so metric and imperial framing hardware and spacing do not always interchange.

Related

Value Sources

Each data column on this page is tied to the source it came from. The numbers in square brackets correspond to the table headers above.

#SourceTypeRevision / method
[1]Metric dimensions converted from the standard inch dimensionsderivedActual inch dimensions converted at exactly 25.4 mm per inch, then rounded to the nearest millimetre. The metric lumber trade uses its own rounded sizes — 38 × 89 mm rather than 38.1 × 88.9 mm — so the metric column is a conversion of the imperial standard, not the metric standard.
[2]PS 20 — American Softwood Lumber Standard, and NIST Handbook 130 for the retail dimension rulesstandardPS 20-20

Data Sources

StandardRevisionWhat it covers on this page
PS 20 — American Softwood Lumber StandardPS 20-20the nominal sizes and their standard surfaced dimensions
NIST Handbook 130 — Uniform Laws and Regulations, Method of Sale of CommoditiesNIST Handbook 130, 2024 editionthe retail dimension requirements for lumber sold by nominal size
ASTM D9 — Standard Terminology Relating to Wood and Wood-Based ProductsASTM D9-23the definitions of nominal, rough and surfaced

Cross-checked against:

Derived values — the following values on this page are calculated, not taken directly from the standard:

ValueHow it is derived
Actual thickness and width in millimetresInch dimension × 25.4, rounded to the nearest millimetre and expressed to one decimal place. Checked at build time against every row to within 0.5%.

Actual dimensions apply to dry, surfaced softwood at 19% moisture content or less. Green lumber, rough-sawn lumber, hardwood sold by the quarter and engineered wood products all measure differently, and engineered lumber uses actual dimensions with no nominal convention. For structural work, use the actual dimensions published in the span table you are designing from rather than converting from nominal.

Accuracy and use. The values on this page are compiled from the published standards and cross-checked sources listed above. Where values are derived, the derivation is stated. No warranty, express or implied, is made as to the accuracy or completeness of this information, and no liability is accepted for any loss or damage arising from its use. Engineering reference data is provided for guidance in preliminary work — before a value is used for design, fabrication or acceptance testing, verify it against the current revision of the governing standard and against your own inspection. The user assumes all risk and responsibility in connection with the use of this information.

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