Wood Header Span Calculator

Size wood headers for openings with safety checks. Review loads, spans, plies, and deflection quickly. Plan better before final approval from a qualified professional.

Calculator Form

Example Data Table

Example Span Tributary Width Loads Header Use Case
Interior Door 4 ft 3 ft 40 live, 10 dead 2 ply 2 x 6 Light framed wall opening
Window Opening 6 ft 5 ft 40 live, 10 dead 2 ply 2 x 8 Floor load above window
Garage Door 9 ft 6 ft 20 roof, 25 snow 3 ply 2 x 12 Roof supported opening
Point Load Case 8 ft 4 ft 50 psf plus 900 lb LVL option Beam reaction above header

Formula Used

Uniform load: w = tributary width × total area load + extra line load.

Maximum moment: M = wL² / 8 + PL / 4 for a centered point load.

Support reaction: R = wL / 2 + P / 2.

Section modulus: S = bd² / 6.

Moment of inertia: I = bd³ / 12.

Bending stress: Fb demand = M / S.

Shear stress: Fv demand = 1.5V / bd.

Deflection: Δ = 5wL⁴ / 384EI + PL³ / 48EI.

Bearing stress: Fc demand = reaction / bearing area.

How to Use This Calculator

  1. Enter the clear opening span between bearing faces.
  2. Add the tributary width supported by the header.
  3. Enter live, dead, roof, snow, line, and point loads.
  4. Select wood species, grade, member size, and plies.
  5. Enter bearing length on both sides of the opening.
  6. Adjust design factors only when you understand their use.
  7. Press the calculate button to review strength and deflection.
  8. Download the CSV or PDF result for your records.

Wood Header Span Calculator Guide

A wood header carries wall, floor, roof, or point loads over an opening. It transfers those forces to jack studs, posts, or other supports. Correct sizing helps limit cracking, sagging, and unsafe movement. This calculator gives a practical estimate for common rectangular wood headers.

What the calculator checks

The tool estimates uniform load from live, dead, snow, and roof inputs. It also lets you add line load and one centered point load. It then checks bending stress, shear stress, bearing demand, and deflection. Each check is compared with adjusted allowable values. The lowest safety ratio is shown as the controlling result.

Choosing inputs

Start with the clear opening span. Use the distance between inside bearing faces, not the total beam length. Add tributary width from the supported floor or roof area. Choose the wood species and grade that best matches your material stamp. Enter the number of plies and actual member size. Built up headers need proper nailing, full bearing, and good contact between plies.

Understanding results

A pass result means the selected header meets the built in assumptions. It does not replace local code design. A fail result means you can reduce span, add plies, choose deeper lumber, increase grade, or reduce load. Deflection may control even when strength looks acceptable. Stiffness often matters for doors, windows, tile, plaster, and masonry finishes.

Good design habits

Headers should sit on adequate jack studs. Bearing length must be checked at each support. Moisture, notches, holes, decay, and poor fasteners reduce performance. Loads from concentrated beams, girders, or trusses may require special engineering. Snow regions, high wind areas, seismic zones, and commercial buildings also need local professional review.

Important limits

The math assumes a simply supported header with even bearing and standard rectangular lumber. It does not model continuous beams, lateral torsional bracing, connection slip, fire damage, hidden defects, or unusual load paths. Treat the output as guidance only today.

Practical use

Use this calculator for early planning and comparison. Try several sizes before buying material. Print or download your results for discussion with a builder, inspector, or engineer. Always verify final header sizing against approved span tables, product data, and local building rules before construction begins.

FAQs

1. What is a wood header?

A wood header is a beam placed over an opening. It carries loads around doors, windows, and wide framed openings.

2. What span should I enter?

Enter the clear opening span between the inside faces of support. Do not enter total board length.

3. What is tributary width?

Tributary width is the supported floor or roof width sending load to the header. It converts area load into line load.

4. Why does deflection matter?

Deflection controls sag. Excess sag can bind doors, crack finishes, damage trim, or make windows hard to operate.

5. Can I use this for LVL beams?

Yes, you can use the LVL reference option. Always compare results with the actual manufacturer data sheet.

6. Does this replace span tables?

No. It is a planning tool. Final sizing should follow approved span tables, product data, and local rules.

7. What if the result fails?

Try a deeper member, more plies, shorter span, higher grade, longer bearing, or reduced load. Then calculate again.

8. Can point loads be entered?

Yes. Enter a centered point load in pounds. For off-center or complex point loads, use professional design help.

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Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.