- Layout studs = wall length in inches ÷ spacing, rounded up, plus one. A 24 ft wall at 16 in. on center takes 19 before corners and openings.
- Add 2 studs per corner for a three-stud corner (1 for a two-stud corner), and 2 king studs plus the jack studs the header needs for every door and window.
- Plates are the wall length times 3 with a double top plate. Headers come from a span table by what the wall holds up, the snow load and the building width.
How many studs do I need for a wall
Start with the layout. Studs sit at a fixed spacing from one end of the wall, with one more at the far end:
Layout studs = wall length (ft) × 12 ÷ spacing (in.), rounded up, + 1
Then add the extras that the layout does not cover:
- Corners. Conventional framing builds a corner from three studs (BSI-030 describes it as the standard). The layout already put one at the end of the wall, so each corner adds two. A two-stud corner with drywall clips, the advanced framing detail, adds one and leaves room for insulation.
- Doors and windows. Each opening gets a king stud on each side, running the full height, and one or more jack studs under each end of the header. The header table says how many jacks.
- Cripples. The short studs above the header and below a window sill. The calculator leaves the layout studs that land in an opening in the count: they get cut down into cripples.
| Wall length | Layout studs at 16 in. | Layout studs at 24 in. |
|---|---|---|
| 8 ft | 7 | 5 |
| 12 ft | 10 | 7 |
| 16 ft | 13 | 9 |
| 20 ft | 16 | 11 |
| 24 ft | 19 | 13 |
| 32 ft | 25 | 17 |
| 40 ft | 31 | 21 |
Blocking, backing for cabinets and fixtures, and studs where interior walls meet the outside wall are extra. Count them from the plan, or keep a few spare studs on the truck.
Plates and stud length
A wall has a bottom plate (also called the sole plate) and, in conventional framing, a double top plate. That is three times the wall length in plate stock. The calculator turns the footage into pieces of the length you buy, so a 24 ft wall with a double top plate is 72 ft, or 6 pieces of 12 ft.
A single top plate saves a third of the plate stock, but it is not a free choice. It needs in-line framing, where the joists, rafters or trusses sit right over the studs, and the plate joints have to be tied with a metal plate or a wood splice (BSI-030). Check that your design, your code and your inspector accept it before you plan on it. It also changes the stud length: the studs have to be 1 1/2 in. longer for the same wall height.
Stud cut length. The stud is the wall height less the plates. Each plate is a 2x, which is 1 1/2 in. thick dressed (American Softwood Lumber Standard, PS 20). So for an 8 ft wall with three plates, the stud is 96 − 4 1/2 = 91 1/2 in. Many yards sell precut studs sized to give a standard wall height with the drywall in place: buy those when they match your plan.
What size header do I need
A header carries the load over a door or window down to the jack studs. Its size depends on four things: the width of the opening, what the wall holds up, the ground snow load and the width of the building. The IRC gives those spans in Table R602.7(1). The free sheet the calculator uses is North Carolina's supplemental version of that table, written for No. 2 southern pine, from the NC Office of the State Fire Marshal. NC wrote it because the newer southern pine design values make some spans in the main table too long for that species.
Here are the spans for a wall holding up only the roof and ceiling, at a 30 psf ground snow load (the row to use wherever the snow load is under 30 psf and the roof live load is 20 psf or less):
| Header | Building 20 ft wide | 28 ft wide | 36 ft wide |
|---|---|---|---|
| 2-2x4 | 3 ft 3 in. | 2 ft 10 in. | 2 ft 7 in. |
| 2-2x6 | 4 ft 9 in. | 4 ft 2 in. | 3 ft 9 in. |
| 2-2x8 | 5 ft 10 in. | 5 ft 2 in. | 4 ft 8 in. |
| 2-2x10 | 6 ft 6 in. | 5 ft 9 in. | 5 ft 3 in. |
| 2-2x12 | 7 ft 0 in. | 6 ft 3 in. | 5 ft 10 in. |
| 3-2x10 | 7 ft 8 in. | 6 ft 10 in. | 6 ft 3 in. |
| 3-2x12 | 8 ft 2 in. | 7 ft 4 in. | 6 ft 9 in. |
Add a floor above and the spans drop. With the roof, ceiling and one center-bearing floor at 30 psf, a 2-2x10 spans 5 ft 7 in., 5 ft 0 in. and 4 ft 7 in. for the same three building widths, and a 3-2x12 spans 7 ft 1 in., 6 ft 5 in. and 6 ft 0 in.
The calculator picks the header with the least lumber that spans your opening, and it only offers headers that fit inside the wall: two plies in a 2x4 wall (3 in. of lumber in a 3 1/2 in. wall), up to three in a 2x6 wall. If nothing in the table reaches, it tells you to use an engineered beam such as an LVL, sized by its maker or an engineer. The header cut length is the rough opening plus 1 1/2 in. for each jack stud at each end.
Building width is measured across the ridge. For widths between the columns, the table allows interpolation; the calculator asks you to take the next width up, which is the safe side.
Worked examples
A 24 ft bearing wall, 8 ft high, 2x4 at 16 in., two corners, a 36 in. door and a 36 in. window, roof and ceiling only. Layout: 288 ÷ 16 = 18, plus 1 = 19 studs. Corners: 2 × 2 = 4. Openings: the header table gives a 2-2x6 (4 ft 2 in. at 30 psf, 28 ft wide) with one jack each end, so each opening adds 2 kings and 2 jacks: 8 studs. Total 31 studs cut to 91 1/2 in. Plates: 72 ft, 6 pieces of 12 ft. Headers: 4 pieces of 2x6, each 39 in. long. Sheathing: 192 sq ft ÷ 32 = 6 sheets.
A 40 ft first-floor wall in 2x6 at 16 in., with three 6 ft openings, holding up the roof, ceiling and one center-bearing floor. Layout: 480 ÷ 16 + 1 = 31. Corners: 4. A 6 ft opening needs a 3-2x12 here (6 ft 5 in., two jacks each end), so each opening adds 2 kings and 4 jacks: 18. Total 53 studs. Plates: 120 ft, 8 pieces of 16 ft. Headers: 9 pieces of 2x12, each 6 ft 6 in.
The same wall framed the advanced way, holding up only the roof. At 24 in. with two-stud corners: 21 layout + 2 corner + 18 king and jack = 41 studs. The 6 ft openings take a 2-2x12 (6 ft 3 in.). That is 12 fewer studs than the first version of the wall.
Advanced framing: fewer studs, more insulation
Advanced framing, first published as optimum value engineering (OVE), uses less lumber and leaves more room for insulation. Building Science Corporation's BSI-030 describes the package: 2x6 studs at 24 in. on center, single top plates, two-stud corners, no jack studs or cripples, single headers, and no headers at all in walls that do not bear. It puts the saving at 5 to 10 percent less lumber and 30 percent fewer pieces.
- Two-stud corners. The third stud of a conventional corner is there only to give the drywall something to nail to, and it blocks insulation from the corner. A clip or a 1x backer does the same job.
- 24 in. spacing. Fewer studs means less wood in the wall and fewer cold spots. Check that the sheathing and drywall you plan are rated for 24 in. spans.
- Single top plate. Only with in-line framing and the plate joints tied, as above.
Switch the calculator between three-stud and two-stud corners and between 16 and 24 in. to see the difference on your own wall.
From a framing list to an estimate
The material list is the start of the price. Price each line from your lumber yard, then add labor. Framers often price walls by the linear foot or the square foot of wall, with extra for openings, corners and height. Press "Save as an estimate in Koira" to carry the studs, plates, headers, sheathing and wall footage over as lines, add your prices, and send it.
For the sheathing in more detail, with span ratings and nails, use the plywood and sheathing calculator. For lumber priced by the board foot, use the board foot calculator. To set your rate, see the labor rate calculator.
Last checked October 8, 2026. More for your trade: how remodelers run on Koira.