Beam Span Calculator

Pick the wall, the load it carries, the building width and snow load to get the smallest header for your opening and the full span table.

Units
Where the beam goes
Span needed
ft
in

Clear opening between the jack studs or posts.

ft

Measured across the ridge.

psf

Below 30 psf use 30.

Wall studs
Design wind speed (king studs)

Smallest header for a 6 ft opening

2-2×102 plies of 2×10

Spans up to 6 ft 10 in here, with 2 jack studs at each end and 2 full-height king studs beside them.
Max span
6 ft 10 in
Jacks each end
2
Kings each end
2
Header length
6 ft 6 in
Plies
2
Depth
9 ¼ in
72 in9 ft 8 in8 ft

Header span table: roof and ceiling, 30 psf snow

SizeWidth 12 ftWidth 24 ftWidth 36 ft
1-2×64 ft1J3 ft 1 in2J2 ft 7 in2J
1-2×85 ft 1 in2J3 ft 11 in2J3 ft 3 in2J
1-2×106 ft2J4 ft 8 in2J3 ft 11 in2J
1-2×127 ft 1 in2J5 ft 5 in2J4 ft 7 in3J
2-2×44 ft1J3 ft 1 in1J2 ft 7 in1J
2-2×66 ft1J4 ft 7 in1J3 ft 10 in1J
2-2×87 ft 7 in1J5 ft 9 in1J4 ft 10 in2J
2-2×109 ft1J6 ft 10 in2J5 ft 9 in2J
2-2×1210 ft 7 in2J8 ft 1 in2J6 ft 10 in2J
3-2×89 ft 5 in1J7 ft 3 in1J6 ft 1 in1J
3-2×1011 ft 3 in1J8 ft 7 in1J7 ft 3 in2J
3-2×1213 ft 2 in1J10 ft 1 in2J8 ft 6 in2J
4-2×810 ft 11 in1J8 ft 4 in1J7 ft1J
4-2×1012 ft 11 in1J9 ft 11 in1J8 ft 4 in1J
4-2×1215 ft 3 in1J11 ft 8 in1J9 ft 10 in2J

Dark figures span your 6 ft opening. J = jack studs at each end. No. 2 Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir, from IRC 2021 Table R602.7(1).

IRC header check

  • Opening span 6 ft

    6 ft 10 in max for 2-2×10, IRC Table R602.7(1)

  • Building width 24 ft

    36 ft max in the table

  • Jack studs each end 2

    NJ in Table R602.7(1)

  • King studs each end 2

    Table R602.7.5

A header or girder is structural. These tables cover ordinary houses with No. 2 lumber; point loads, wide buildings, heavy snow and engineered beams need a design. Check with your building department before you cut an opening in a bearing wall.
The math
  1. Smallest that spans

    2-ply headers first, shallowest whose span ≥ 6 ft = 2-2×10

  2. Header length

    72 in + 2 × 2 jacks × 1.5 in = 78 in

Material list

6 ft opening, exterior wall header, IRC Table R602.7(1).

QuantityItem
2pcs

2×10 header plies

Cut to 78 in

1pc

½ in plywood spacer

Between the plies, to match the 3½ in wall

4pcs

2×4 jack studs

2 each end

4pcs

2×4 king studs

2 each end, full height

A 6 ft opening in an exterior wall of a house 24 ft wide, carrying only the roof and ceiling under a 30 psf ground snow load, needs a 2-2×10 header: two 2×10s, good for up to 6 ft 10 in, with 2 jack studs and 2 king studs at each end. That comes straight from IRC Table R602.7(1). Put a floor on that wall, or raise the snow load to 50 psf, and the same opening needs a 2-2×12.

How the beam span is found

The IRC header and girder tables list the longest span each built-up header may cover, for No. 2 Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir, so the species does not change the answer. The span depends on three things:

  • What the wall carries: roof and ceiling only, or also one or two floors, and whether those floors are center-bearing (supported in the middle) or clear-span.
  • Building width, measured across the ridge. The tables list 12, 24 and 36 ft, and footnote c allows interpolating between them.
  • Ground snow load for exterior walls: 30, 50 or 70 psf. Use 30 where the snow load is less and the roof live load is 20 psf or less (footnote e).

Span at your width = span at the lower width + (span at the upper width − span at the lower width) × (your width − lower width) ÷ 12 ft.

For a 28 ft house the 2-2×10 in the roof and ceiling case spans 82 in at 24 ft and 69 in at 36 ft: 82 + (69 − 82) × 4 ÷ 12 = 77.7 in, or 6 ft 5 ¹¹⁄₁₆ in. The 6 ft opening still fits under it.

The calculator then takes the shallowest header with the number of plies your wall wants (two 2× plies and a ½ in plywood spacer make a 3½ in header for a 2×4 wall, three plies suit a 2×6 wall) whose span covers the opening.

Header span chart: exterior wall, roof and ceiling, 30 psf

From IRC Table R602.7(1). The number in brackets is the jack studs needed at each end.

Header12 ft wide24 ft wide36 ft wide
2-2×44 ft 0 in (1)3 ft 1 in (1)2 ft 7 in (1)
2-2×66 ft 0 in (1)4 ft 7 in (1)3 ft 10 in (1)
2-2×87 ft 7 in (1)5 ft 9 in (1)4 ft 10 in (2)
2-2×109 ft 0 in (1)6 ft 10 in (2)5 ft 9 in (2)
2-2×1210 ft 7 in (2)8 ft 1 in (2)6 ft 10 in (2)
3-2×1213 ft 2 in (1)10 ft 1 in (2)8 ft 6 in (2)
4-2×1215 ft 3 in (1)11 ft 8 in (1)9 ft 10 in (2)

The interactive table under the calculator shows every size for the case you pick, with the spans that cover your opening in dark type.

Interior bearing walls and porch beams

Interior bearing walls use Table R602.7(2), which has no snow load: the header carries one floor or two. In a 24 ft house, one floor over a 2-2×10 allows 6 ft 6 in with 2 jacks at each end.

Open porch beams use Table R602.7(3), by porch depth (8 or 14 ft, interpolated between) and whether the beam carries the porch roof or a floor. An 8 ft deep porch roof at 30 psf lets a 2-2×10 span 12 ft 4 in and a 2-2×8 10 ft 1 in; at 10 ft deep the 2-2×10 drops to 11 ft 4 in. Posts carry these beams, so no jack studs are listed.

Jack studs and king studs

The NJ column of each table gives the jack studs at each end; where it says 1, footnote d allows an approved framing anchor in place of the jack. Beside the jacks, IRC Table R602.7.5 sets the full-height king studs for exterior walls: up to 140 mph design wind speed, 1 for a header up to 4 ft, 2 up to 8 ft, 3 up to 14 ft and 4 up to 18 ft. The 6 ft header in the example gets 2.

When the top of the header is not braced

The spans assume floor or roof framing braces the top of the header sideways. If cripple studs bear on the header instead, footnote f of Table R602.7(1) multiplies the spans of 2×8, 2×10 and 2×12 headers by 0.70. The 2-2×10 in the example drops from 6 ft 10 in to 4 ft 9⅜ in, too short for 6 ft.

When the tables stop

The tables end at a 36 ft building width and 70 psf ground snow, and they do not cover point loads from a post above, ridge beams, or engineered lumber. LVL, PSL and glulam beams are sized from each manufacturer's own span tables. Anything the tables do not cover needs a design, and a new opening in a bearing wall needs temporary support while you cut it.

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