Beam Span Calculator

Size a built-up header or girder from the IRC span tables by wall type, building width and snow load.

By Konstantin Iakovlev · Updated September 2026 · Source: International Code Council, 2021 IRC Section R602.7

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ft

Smallest Member in Table

(2) 2x10

Allowable Span

6'-5"

Jack Studs Each End

2

Allowable Spans, IRC Table R602.7(1)

(1) 2x62'-11" (jack studs: 2)
(2) 2x42'-11" (jack studs: 1)
(1) 2x83'-8" (jack studs: 2)
(1) 2x104'-5" (jack studs: 2)
(2) 2x64'-4" (jack studs: 1)
(1) 2x125'-1" (jack studs: 3)
(2) 2x85'-5" (jack studs: 2)
(2) 2x106'-5" (jack studs: 2)
(3) 2x86'-10" (jack studs: 1)
(2) 2x127'-8" (jack studs: 2)
(3) 2x108'-1" (jack studs: 2)
(4) 2x87'-10" (jack studs: 1)
(3) 2x129'-6" (jack studs: 2)
(4) 2x109'-4" (jack studs: 1)
(4) 2x1211'-0" (jack studs: 2)

Spans from the 2021 IRC (same values in 2018 and 2024) for No. 2 Douglas fir-larch, hem-fir, Southern pine or spruce-pine-fir, interpolated between the 12, 24 and 36 ft building widths. They assume ordinary roof, ceiling and floor loads. Point loads, loads not listed, engineered lumber and local amendments need a design; your building department has the final say.

Use the Beam Span Calculator above to calculate your results. Enter your values and see instant results — all calculations run in your browser.

Disclaimer: This calculator is for informational purposes only and does not constitute tax, financial, or legal advice. Results are estimates based on the information you provide and current rates. Always consult a qualified tax professional or financial advisor for advice specific to your situation.

How It Works

This calculator sizes a built-up header or girder, the horizontal member that carries a bearing wall's load over a window, a door or an open span, straight from the prescriptive span tables in the International Residential Code (IRC). Pick the wall type, what the wall supports, the ground snow load and the building width, and it lists every lumber combination the code allows with its maximum span and the number of jack studs needed at each end.

The numbers come from 2021 IRC Table R602.7(1) for exterior bearing walls and Table R602.7(2) for interior bearing walls; the 2018 and 2024 editions print the same values. Each table covers No. 2 Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir together, so species does not change the answer. Building width is measured perpendicular to the ridge: a wider building puts more roof and floor on the wall, so spans shrink. The code allows interpolation between the 12, 24 and 36 foot columns, and the calculator does that, rounding down to the inch.

The tables assume the top of the member is braced by joists, rafters or blocking framing into it. When it is not, 2x8 through 2x12 members drop to 70% of the table span and 2x4 or 2x6 members need a design. Anything outside the tables, such as a building wider than 36 feet, snow above 70 psf, a point load from a post above, or a long basement girder carrying more than the listed floors, calls for an engineered beam sized by a designer or your lumber supplier, and your local building department has the final say.

Example: 6-foot window header in a 28-foot-wide house

  1. 1 Input: an exterior bearing wall that supports only the roof and ceiling, ground snow load up to 30 psf, a building 28 feet wide, a 6-foot rough opening, and a header whose top is braced by the framing above.
  2. 2 Interpolation: Table R602.7(1) lists a doubled 2x10 at 6'-10" for a 24-foot-wide building and 5'-9" for 36 feet. At 28 feet that is 82 − (13 × 4 ÷ 12) = 77.7 inches, rounded down to 6'-5".
  3. 3 Result: a single 2x12 reaches only 5'-1" and a doubled 2x8 5'-5", so the smallest member that clears 6 feet is a doubled 2x10 at 6'-5", with 2 jack studs at each end.
  4. 4 Unbraced top: the same doubled 2x10 would drop to 70% of 77.7 inches, or 4'-6", and the smallest member clearing 6 feet would become a triple 2x12 at 6'-8".

Source: International Code Council, 2021 IRC Section R602.7 · Last updated: September 2026

Frequently Asked Questions

How far can a 2x10 beam span without support?
It depends on what the beam carries. Under the 2021 IRC, a doubled 2x10 girder in an interior bearing wall holding up one floor may span 9'-2" in a 12-foot-wide building, 6'-6" at 24 feet and 5'-3" at 36 feet. As a header in an exterior wall carrying only the roof and ceiling (ground snow up to 30 psf), it reaches 6'-10" in a 24-foot-wide building and 5'-9" at 36 feet. The values hold for No. 2 grade in any of the four common framing species.
What is the difference between a beam and a joist?
A beam is a primary structural member that carries loads from joists, walls, or other beams to columns or foundations. Joists are smaller repetitive members that span between beams and directly support the floor or ceiling deck.
When do I need an engineered beam instead of dimensional lumber?
When the span, load or building width falls outside the IRC tables: buildings wider than 36 feet, ground snow above 70 psf, point loads from posts above, or spans longer than the largest built-up member allows (a quadruple 2x12 under a roof and ceiling reaches 11'-8" in a 24-foot-wide building). LVL, PSL and glulam beams are sized from manufacturer tables or by an engineer and carry more load at the same depth.