Lintel Header Size Calculator
Plan your structural engineering project with our free lintel header size calculator. Get precise measurements, material lists, and budgets.
Lintel Header Size Calculator
Calculator
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Formula: M = wL2/8 | Required S = M/Fb | Check delta <= L/360
Worked example โ Recommended: 2-2x8 header
Formula
M = wL2/8 | Required S = M/Fb | Check delta <= L/360
The header is modeled as a simply supported beam carrying a uniform load equal to the total tributary dead and live loads from above. The bending moment is wL-squared over 8. The required section modulus S is the moment divided by the allowable bending stress. The header must also satisfy the deflection limit of L/360 to prevent cracking in finishes above the opening.
Worked Examples
Example 1: 6-Foot Window in One-Story Wall
Problem:Determine the header size for a 6-foot window opening in a one-story exterior bearing wall with 30 psf total roof load.
Solution:Roof tributary = 6 ft, Wall DL = 7 * 8 = 56 plf Total = 30 * 6 + 56 = 236 plf Span = 6.25 ft, M = 236 * 6.25^2 / 8 = 1,152 ft-lb Required S = 1152 * 12 / 1200 = 11.52 in3 2-2x8 has S = 26.28 -> PASS
Result:Recommended: 2-2x8 header
Example 2: 8-Foot Door in Two-Story Wall
Problem:Size a header for an 8-foot garage door opening with two stories of load above.
Solution:Floor load = 50 * 6 = 300, Roof = 30 * 6 = 180, Wall = 56 * 2 = 112 Total = 592 plf, Span = 8.25 ft M = 592 * 8.25^2 / 8 = 5,036 ft-lb Required S = 5036 * 12 / 1200 = 50.36 in3 3-2x10 has S = 64.17 -> PASS
Result:Recommended: 3-2x10 header
Frequently Asked Questions
How do I determine the correct header size for a window or door opening?
Header size depends on the opening width, the loads being supported, and the lumber grade. For one-story exterior walls with standard roof loads, a doubled 2x8 header typically handles openings up to 6 feet, while a doubled 2x10 can span up to 8 feet. For two-story loads or wider openings, doubled 2x12 or triple-ply headers may be needed. The key is to calculate the total load per linear foot on the header, then check that both the bending stress and deflection are within allowable limits.
What loads does a header carry?
A header carries all loads from above the opening down to the jack studs at each side. For a bearing wall, this includes the roof dead and live loads, any floor loads from stories above, and the weight of the wall framing itself. The tributary width of the roof or floor load is typically half the joist span on each side. For a non-bearing interior wall, the header only carries the weight of the wall framing and any finishes above the opening, which is much lighter.
What is the difference between a lintel and a header?
In wood-frame construction, a header is a horizontal structural member placed above a window or door opening in a wall to transfer loads around the opening to the jack studs. A lintel serves the same purpose but is more commonly used in masonry construction, where it spans across the top of an opening in a brick or block wall. In practice, the terms are often used interchangeably in residential construction. Steel lintels or angle iron are common in masonry, while wood or engineered lumber headers are standard in framed walls.
Can I use engineered lumber like LVL for headers?
Yes, laminated veneer lumber (LVL) and parallel strand lumber (PSL) are excellent choices for headers, especially for wide openings or heavy loads. LVL headers have higher allowable bending stresses (typically 2,600 psi vs 1,000-1,500 psi for sawn lumber) and higher stiffness, allowing them to span significantly farther. A single 1.75-inch by 11.25-inch LVL can often replace a doubled 2x12 sawn lumber header while providing better performance and less deflection.
What is section modulus and why does the calculator check it?
Section modulus (S) measures a beam cross-section's resistance to bending, and for a rectangular built-up header it equals b*h^2/6, where b is the total width of all plies and h is the depth. A doubled 2x8 gives b = 3.0 in and h = 7.25 in, so S = 3.0 * 7.25^2 / 6 = 26.3 in^3. The calculator finds the bending moment M = wL^2/8, then requires S >= M/Fb. Any header whose section modulus falls below that value is overstressed in bending.
Why does making a header deeper help more than adding another ply?
Bending capacity scales with section modulus b*h^2/6 and stiffness scales with moment of inertia b*h^3/12. Width enters both linearly, but depth is squared for strength and cubed for deflection. Starting from a doubled 2x10, going deeper to a doubled 2x12 and adding a third 2x10 ply give almost the same bending capacity (S = 63.3 versus 64.2 in^3), but the stiffnesses differ sharply: I rises from 197.9 to 356.0 in^4 with the deeper header against only 296.8 in^4 with the third ply. When a header is governed by deflection rather than stress, extra depth is the efficient fix.
What is tributary width and how do I estimate it for a header?
Tributary width is the horizontal strip of roof or floor whose load funnels into the header. For joists or rafters bearing on the wall from one side, it is roughly half the clear joist span, because the other half goes to the opposite bearing. Multiply that width by the roof or floor load in pounds per square foot to get pounds per linear foot on the header, then add the self-weight of the wall framing and finishes above the opening.
When should a header be checked against L/360 rather than L/240?
Deflection limits protect finishes, not safety. L/360 under live load is the usual limit where brittle finishes such as gypsum board, plaster or tile sit directly on or under the member, because it keeps movement small enough to avoid cracking. L/240 total load is commonly accepted where finishes are more forgiving or the header carries roof loads only. A 6 ft header at L/360 may deflect only about 0.2 in, so stiffness, not stress, often controls the size.
How many jack and king studs does a header need at each end?
The header transfers its reaction into jack studs, also called trimmers, that run from under the header down to the bottom plate, while king studs run full height alongside to hold the assembly in the wall plane. Narrow openings usually need one jack and one king each side. Wider spans or heavy two-story loads need two or more jacks per end so the bearing area under the header is large enough to keep perpendicular-to-grain crushing within allowable limits.
How do species and grade change the allowable bending stress used here?
Fb is the allowable bending design value for the lumber, and it varies widely by species group and grade. Denser species and higher grades permit a larger Fb and therefore a smaller required section modulus, while the modulus of elasticity E controls deflection independently. Design values are also adjusted for repetitive member use, wet service, load duration and size. If you enter an Fb from a published table without matching the species and grade you actually buy, the header can be undersized.
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Reviewed for accuracy by Abdullah, Technical Content Specialist ยท Editorial policy
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