Opening Header Span Calculator

Opening Header Span Calculator

Estimate a preliminary door or window header from clear opening width, load path, tributary depth, design loads, selected header material, and bearing length using bending, shear, deflection, and reaction checks.

🚪Choose a door or window header preset

Presets load real opening widths, common load paths, typical tributary depths, and practical header sections. Edit every value to match the framing plan before using the result.

📏Enter opening, load path, and header details
Opening and bearing use inches. Tributary depth uses feet.
Measure the unsupported clear width between jack studs or posts.
Use the smaller actual bearing length at either side of the header.
Calculator uses actual dimensions, section modulus, E, bending Fb, and shear Fv.
Load path sets a story factor and wall-line allowance added to tributary load.
Use half the joist or rafter span feeding the header, or the tributary framing depth.
Common floors use 40 psf live load; roofs may use local snow or roof live load.
Include framing, sheathing, drywall, roofing, and other permanent supported weight.
Enter an opening and load path to calculate span, demand ratio, deflection, and bearing.
Header Status
-
controls by demand ratio
Calculated Allowable Span
-
minimum of bending, shear, deflection
Demand Ratio
-
max actual divided by allowable
Bearing Check
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reaction over bearing area
Formula breakdown
This is a planning calculator for simple uniform loads. Final header sizing must follow local code, span tables, load combinations, connectors, lateral bracing, and any engineer requirements.
🧱Header material comparison grid
SPF
No.2 sawn lumber
Typical Fb 875 psi and E 1,400,000 psi. Works best for smaller window and door openings with moderate loads.
LVL
Laminated veneer lumber
Typical Fb 2,600 psi and E 2,000,000 psi. Often fits longer spans where depth or deflection controls.
PSL
Parallel strand lumber
High stiffness and predictable sections. Useful when a compact engineered header carries concentrated framing demand.
Glulam
Built-up engineered beam
Strong option for wide openings, exposed headers, or cases where stock sawn lumber is not stiff enough.
📊Reference tables for opening headers
Header section properties used by the calculator
Header selection Actual width x depth Section modulus S Moment of inertia I Typical design values
Double 2x6 No.2 SPF3.0 in x 5.5 in15.1 in³41.6 in⁴Fb 875 psi, E 1.4M psi, Fv 135 psi
Double 2x8 No.2 SPF3.0 in x 7.25 in26.3 in³95.3 in⁴Fb 875 psi, E 1.4M psi, Fv 135 psi
Double 2x10 No.2 SPF3.0 in x 9.25 in42.8 in³197.9 in⁴Fb 875 psi, E 1.4M psi, Fv 135 psi
Double 2x12 No.2 SPF3.0 in x 11.25 in63.3 in³356.0 in⁴Fb 875 psi, E 1.4M psi, Fv 135 psi
Two 1.75 x 9.5 LVL plies3.5 in x 9.5 in52.6 in³250.1 in⁴Fb 2600 psi, E 2.0M psi, Fv 285 psi
Two 1.75 x 11.875 LVL plies3.5 in x 11.875 in82.3 in³488.4 in⁴Fb 2600 psi, E 2.0M psi, Fv 285 psi
Two 1.75 x 14 LVL plies3.5 in x 14 in114.3 in³800.3 in⁴Fb 2600 psi, E 2.0M psi, Fv 285 psi
3.5 x 11.875 PSL or glulam3.5 in x 11.875 in82.3 in³488.4 in⁴Fb 2400 psi, E 1.8M psi, Fv 265 psi
Approximate allowable simple spans at L/360 deflection limit
Header selection 300 plf 500 plf 700 plf 900 plf
Double 2x6 No.2 SPF5.4 ft4.2 ft3.6 ft3.1 ft
Double 2x8 No.2 SPF7.1 ft5.5 ft4.7 ft4.1 ft
Double 2x10 No.2 SPF9.1 ft7.1 ft6.0 ft5.3 ft
Double 2x12 No.2 SPF11.1 ft8.6 ft7.3 ft6.4 ft
Two 1.75 x 9.5 LVL plies13.5 ft11.4 ft10.2 ft9.4 ft
Two 1.75 x 11.875 LVL plies16.9 ft14.3 ft12.7 ft11.7 ft
Two 1.75 x 14 LVL plies19.9 ft16.8 ft15.0 ft13.8 ft
Load path assumptions and line load formulas
Load path Story factor Wall allowance Line load equation Typical use
Interior non-load-bearing partition0.2020 plfw = psf x depth x 0.20 + 20Closets, short non-bearing room openings
Exterior wall carrying light roof only0.8535 plfw = psf x depth x 0.85 + 35Low roof demand with no floor above
Exterior wall carrying roof snow1.0045 plfw = psf x depth x 1.00 + 45Snow or heavy roof tributary area
Bearing wall carrying one floor1.1555 plfw = psf x depth x 1.15 + 55Floor joists ending above the opening
Bearing wall carrying floor plus roof1.6570 plfw = psf x depth x 1.65 + 70Two-level load path over an exterior opening
Bearing wall carrying two floors2.2590 plfw = psf x depth x 2.25 + 90Stacked floor loads above a wide opening
Garage door wall with roof load1.2065 plfw = psf x depth x 1.20 + 65Garage door header with roof framing
Bearing and serviceability reference
Check Formula Common limit What it means Calculator output
Bending momentM = wL² / 8M less than Fb x SHeader fibers resist sagging stress at midspan.Bending demand ratio
End shearV = wL / 2V less than Fv x b x d / 1.5Header web area resists reaction force near supports.Shear demand ratio
Deflection5wL⁴ / 384EIL / 360Limits visible sag and finish cracking under service load.Deflection ratio
Bearing lengthR / (Fc perpendicular x b)At least 1.5 inReaction must land on enough jack stud or post area.Required bearing
Span marginAllowable span - clear spanPositive marginShows how much calculated capacity remains before the first limit.Pass or review status
Material and assembly comparison

Built-up 2x lumber

Best fit: short interior doors, small windows, and openings where depth is available.

Watch: sawn lumber grade, knots, wet-service adjustments, and fastening between plies.

Double LVL header

Best fit: patio doors, wide windows, and room openings where deflection matters.

Watch: manufacturer span tables, nail patterns, and required bearing blocks.

PSL or glulam

Best fit: concentrated loads, long headers, and exposed framing conditions.

Watch: product-specific values, moisture exposure, lateral bracing, and connection design.

Flush beam pocket

Best fit: remodeled openings where ceiling height is limited and header depth moves upward.

Watch: joist hangers, load transfer above posts, and inspection before finishes close.

💡Header calculation tips

Trace the load path first. A door or window header is sized from the framing it carries, not from the trim width. Confirm joist, rafter, floor, roof, and stacked wall loads before trusting any quick span estimate.

Use bearing as a hard check. A header can pass bending and deflection while still crushing or overstressing a short jack stud seat. Increase post width, add jacks, or use an engineered detail when the bearing result is tight.

You’re holding a circular saw at a load-bearing wall and you pause. The wood overhead hold up more than just sheetrock. You don’t want to take off this wall but what happens? Will your roof collapse? Is it going to be a giant drooping disaster? It’s a healthy intuition, recognition that taking out a wall alter the physics of the space, even though visually it may feel like nothing has changed from the rest of the room.

The header is not an educated guess, it’s a question of tracing the path that all that weight travels once you no longer have that piece of lumber standing upright between you and other side. When most folks picture a header they imagine how wide their window or door is. That’s part of it. Width is important. But more importantly, what are you holding up over that opening? Are you holding up the entire live load of a second-floor master bedroom? Or perhaps nothing but a lightweight attic roof with no storage at all?

Why You Need to Calculate Before Cutting a Wall

It’s a complicated piece of math, which is why we have the calculator. When you describe the load path your structure has, the calculator do the tricky math for you. You do not need to flip through thick building code books looking for the correct dead load coefficient and tributary area coefficient. Describe origin of weight and let it calculate how much bending moment your beam needs to hold.

The other thing about headers: Deflection can be your quiet enemy. You can get a beam that won’t fail, won’t break, but if the weight deflects it beyond a certain point, it will crack your ceiling drywall. Also, as the structure settle, door frames can stick. That’s why there are limits listed in reference tables such as L/360. Those limitations prevent you from seeing any movement with your eyeball.

And when you’re selecting a material, you’re not really just getting lumber, you’re getting stiffness. Stiffer stuff keeps things flat over greater distances. This is why engineered products like LVL has a higher modulus. For smaller runs without restrictions on depth, standard SPF lumber is just fine. It’s a tradeoff between headroom and strength that every remodeler have to negotiate.

There’s also a detail that’s often rushed: bearing length. If the job site is tight, you may think you have plenty of room for a double 2×10, but do your jack studs gives you even an inch of bearing on both sides? If not, you’re screwed. When the beam bears, it must bear on solid wood whose fibers will not crush under the load. That means it has to bear long enough to distribute its reaction force to the rest of the wall assembly without crushing the fibers at the end. Just an inch or two more of bearing makes all the difference between a successful installation and one with a weak connection down the road.

At the framing stage, you’ll have to go by what you see, and hope you believe your own eyes. Most of the time, the material selection boils down to availability: does anything fit into existing rough opening without blocking wiring/plumbing? Does sawn lumber fit? It’s easy to cut on-site, and relatively inexpensive. But it’s inconsistent. Each board has its own grain slope and knots.

Does an engineered beam fit? They’re consistent and strong. They also needs to be cut precisely and fastened to match specific patterns. This isn’t necessarily intuitive for a DIYer. The engineered beam typically wins if you go wider than 4 feet, mostly due to vertical space savings. Going with engineered lets you maintain standard ceiling heights, while keeping your door frame square.

Finally, framing is really about clarity and redundancy. Before we make our first cut we want to be absolutely clear where each and every pound will land. A calculator help us size things out first while being respectful of the structural realities of your house. It converts anxiety into data. And then after you do that, you’ll still want to frame carefully and nail well.

If you think your situation is unique you might considered checking with an engineer. The point is, starting from a solid calculation puts you in the position of building on fact instead of hope. This same hesitancy you experienced at the beginning now becomes confidence; you’ve laid out the load path before touching the wall. You should of checked math first. It would of helped too.

Opening Header Span Calculator

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