Header Size Calculator
Estimate header depth, plies, line load, moment, shear, deflection, and bearing pressure for common door, window, garage, and patio openings.
Calculation Breakdown
| Material | Fb Bending | E Stiffness | Typical Use |
|---|---|---|---|
| SPF No.2 | 875 psi | 1.4 to 1.6E | Small interior and light exterior headers |
| Douglas Fir-Larch No.2 | 900 psi | 1.6E | General wall openings with moderate loads |
| Southern Pine No.2 | 1100 psi | 1.6E | Higher strength dimensional lumber headers |
| 1.9E LVL | 2600 psi | 1.9E | Garage doors, patio doors, and long openings |
| 24F glulam | 2400 psi | 1.8E | Exposed beams and wide structural openings |
| Nominal Header | Actual Depth | Common Plies | Best Fit |
|---|---|---|---|
| 2x6 | 5.5 in | 2 or 3 | Short interior doors and small windows |
| 2x8 | 7.25 in | 2 or 3 | Four foot openings with light roof load |
| 2x10 | 9.25 in | 2 or 3 | Patio doors, broad windows, bearing walls |
| 2x12 | 11.25 in | 2 or 3 | Longer residential openings |
| LVL 11-7/8 | 11.875 in | 2 or 3 | High load or stiffness-controlled spans |
| Load Source | Typical Value | Calculator Field | Notes |
|---|---|---|---|
| Sleeping room floor | 30 psf live | Floor live load | Local codes may require more |
| Living area floor | 40 psf live | Floor live load | Common residential design load |
| Floor dead load | 10 to 15 psf | Floor dead load | Includes sheathing, joists, ceiling |
| Roof snow load | 20 to 70 psf | Roof or snow load | Can control in cold regions |
| Wall above | 60 to 150 plf | Wall load above | Estimate cladding, studs, drywall |
| Project Opening | Typical Width | Starting Header | Check Closely |
|---|---|---|---|
| Interior door | 30 to 36 in | Double 2x6 | Confirm if wall is bearing |
| Kitchen window | 36 to 60 in | Double 2x8 | Tributary floor and roof width |
| Patio slider | 60 to 96 in | Double 2x10 or LVL | Deflection at door track |
| Single garage | 8 to 10 ft | LVL or glulam | Shear, bearing, and lateral bracing |
| Double garage | 16 ft | Engineered beam | Engineering usually required |
Instead of dreaming of the perfect kitchen, you find yourself on a tiny hallway looking at a wall blocking the way. “We have to install a header,” says the builder, reminding you that physics beats intuition. A wall standing in your way make you start thinking about structural engineering instead of cabinet finishes, which is exactly why a good estimating tool matter so much.
After all, who knows how to make a house stand up other than an engineer? Well, you don’t need be one to know what makes a house stand up. But if you want it to stand, you need to pay attention to the numbers that holds it together. With this calculator (above) just type in your own measurements and it does math for you. Theoretical load paths become real world recommendations for engineered beams or lumber.
Why Header Calculations Are Important
When most folks think about wall loads, they envision equal weight on all sides of the wall. The truth is, interior walls are frequentley only holding up drywall and insulation. Exterior walls (and any walls perpendicular to floor joists) holds the full roof load plus potentially an upstairs floor. That’s a big difference, a small header for an interior non-bearing door might suffice where a second story bedroom may require some serious beefing up. It isn’t just about how wide of an opening you are making, but also what sit above it.
Don’t forget the tributary width, or basically the distance between rafters or joist that dump their load onto your header. If you don’t take this into account, you run the risk of under-sizing your beam which could make the structure unsafe or result in a sagging ceiling. Beyond just dimension, material selection further complicate things. For smaller spans, budget-friendly dimensional lumber, typically SPF No.2, is the norm, though its limitations are clear in terms of stiffness and ability to bend.
For larger openings (e.g., big patio sliders, garage doors), engineered materials including glulam or LVL beams takes over, where consistency of performance replaces the tendency of solid wood to warp and check. The page’s reference table shows the distinctions, where, for instance, the same 24F-V4 glulam beam can achieve comparable span to a huge pile of dimensional lumber, yet with a lighter visual impact. In the planning stage, balance the aesthetic value of this tradeoff against the dollar amount.
While we spend a lot of time discussing the bending strength of headers, I’ve found that deflection is really the silent killer in most residential situations. The fact is bending strength tells you if the beam will break; deflection tells you if your tile cracks or your door jams. A header can pass the shear and moment checks and still fail in practical terms. After all, if the header sags under load then it’s a failure even though it passed the calculations.
This is particularly relevant when you have precise alignment requirements, such as a steel-framed entry door. It also matter when there are heavy loads above, such as heavy stone tiles on a window sill. The reason the tool includes such things as deflection limits (L/360 for plaster and floor applications) is because it forces you to think about stiffness, aka modulus of elasticity, in addition to raw strength. You don’t want a beam that flexes noticeably every time somebody walk up stairs; you want a beam that doesn’t move under load.
Another seemingly small matter that matters quite a bit for the whole assembly is bearing length. You don’t want those header ends floating aimlessly about. To make sure wood compresses properly, they need to rest on a solid surface; usually the king studs or jack posts… For long enough. A typical minimum is three inches of bearing length, but again, this change greatly depending off load concentration and material used.
Shorting this bear surface can result in what appears to be a strong looking header in the center but fails exactly where it’s returning force to the frame of the wall. It is a small thing, but it is very important for the integrity of the whole assembly. There’s a constant battle between things pushing up and pulling down when you frame an opening. Gravity wants to reroute itself.
Cutting a hole does more than just create an opening. A lot depends on how materials behave and what the load is. It also depends on where you live, how the ground is beneath you, and other variables specific to your house. The math gives you a place to start, assuming standard loads and material properties. But even then, always double-check with a qualified pro before swinging that saw.
If you get the header right, the rest of the renovation will follow smoothly. You can concentrate on finishing details instead of costly and potentially hazardous errors to rectify later. The math is unmerciful, but it keeps the roof overhead, where it belongs.
