Header span calculator for wood framing

Calculator presetASD, NDS 2024

Design a wood header in Calcs.com. Start from the Roof Header or Floor Header preset, set your size and span, and check bending, shear, bearing and deflection to NDS 2024.

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How header design works in Calcs.com

The Roof Header or Floor Header preset sets up the Wood Beam (ASD, NDS 2024) calculator in Calcs.com, a standards-aligned calculation platform for structural engineers.

[ 01 ]

Start from the Roof Header or Floor Header preset

Choose Wood Beam (ASD), then Roof Header or Floor Header. You start from the member you're designing, with its loads and limits in place, rather than a blank beam. Roof Header and Floor Header set up a short built-up member over an opening, unbraced, with the roof, wall and, for Floor Header, floor loads stacked above it. Each value below is where the preset starts. You can change any of them.

  • Loads

    Starts with Roof Load: dead 15 psf, snow 30 psf, roof live 20 psf, wind down 30 psf, wind up -30 psf over 14 ft; Wall Load: dead 15 psf over 2 ft. Change any value or width, or add line, point and moment loads.

  • Deflection limits

    Starts at L/180 for live load and L/120 long term. Set the limits your project calls for.

  • Service condition

    Starts dry. Set it to wet for a member that stays damp, which usually means exterior work.

  • Member and bracing

    Starts as 2 plies, a non-repeating member, no continuous bracing for lateral torsional buckling. Change the plies or the bracing to match your framing.

Wood Beam (ASD) presets in Calcs.com, with Roof Header and Floor Header picked

[ 02 ]

Change it to your header

Pick a size and grade from the standard sections database, enter a custom section, or let Autosize choose one. Then set the plies, span, supports and bracing.

  • Size and grade

    Standard lumber, glulam, LVL, PSL and LSL sections, or a custom section, with Autosize beside the size field.

  • Span and supports

    Plan length, support type, position and bearing length for each support.

  • Bracing and flitch plates

    Continuous bracing for lateral torsional buckling, and optional flitch plates.

Loads for the Roof Header preset in Calcs.com: 15 psf dead, 20 psf roof live, 30 psf snow and 30 psf wind over 14 ft of roof, plus 15 psf over 2 ft of wall, on a 4 ft header

[ 03 ]

See every check as you design

Bending, shear and bearing utilization sit at the top of the sheet. Deflection is checked against the limits the preset sets.

The Roof Header summary in Calcs.com: a 2-ply 2x8 D.Fir-L No. 1 at 39% in moment and 36% in shear, with no continuous bracing for lateral torsional buckling

Try the roof header preset: change the size and span

Pick a size and a span. The sheet shows what the Wood Beam (ASD, NDS 2024) calculator returned for that roof header.

  • Utilization at a glance

    Bending, shear and bearing as percentages at the top of the sheet, as in the calculator.

  • Deflection against the preset's limits

    Live load and long-term deflection checked against L/180 and L/120.

  • Every check, as the calculator prints it

    Moment, shear and bearing utilization and both deflections, with the value behind each percentage.

14-day free trial • No credit card required

Wood Beam (ASD, NDS 2024) - Roof HeaderSavedJ1
Bending39%Shear36%Bearing25%

Key Properties

Size and Grade
Number of Plies =
Beam Plan Length =ft
Distributed LoadsRoof Load: dead 15 psf, snow 30 psf, roof live 20 psf, wind down 30 psf, wind up -30 psf over 14 ftWall Load: dead 15 psf over 2 ft
Continuous Bracing for Lateral Torsional Buckling
Service ConditionDryWet

Checks

Moment Utilization =1156 lb-ft / 2995 lb-ft39%
Shear Utilization =1078 lb / 3001 lb36%
Bearing Utilization =1422 lb / 5625 lb25%
Governing Live / Short-Term Deflection =-0.0105 in (L/4591)4%
Governing Long-Term Deflection =-0.0186 in (L/2583)5%

Plies, spacing, loads and bracing are as the Roof Header preset sets them. Every input is editable in the calculator. This sheet replays 9 solves by the Calcs.com engine on 2026-11-12: 3 sizes by 3 spans. In the calculator, any size, span, spacing or load is solved the same way.

Roof header span table: 2x8 to 2x12

Each cell is the Roof Header preset solved in the Wood Beam (ASD, NDS 2024) calculator at that size and span, with every other input as the preset sets it. It shows the governing check's ratio. Above 1.00 fails.

Roof header span table, governing check ratio by member and span
Member4 ft6 ft8 ft
2x8 x 20.39BendingPasses0.82BendingPasses1.45BendingFails
2x10 x 20.28ShearPasses0.55BendingPasses0.98BendingPasses
2x12 x 20.25BearingPasses0.41BendingPasses0.74BendingPasses

Try the floor header preset: change the size and span

Pick a size and a span. The sheet shows what the Wood Beam (ASD, NDS 2024) calculator returned for that floor header.

  • Utilization at a glance

    Bending, shear and bearing as percentages at the top of the sheet, as in the calculator.

  • Deflection against the preset's limits

    Live load and long-term deflection checked against L/360 and L/240.

  • Every check, as the calculator prints it

    Moment, shear and bearing utilization and both deflections, with the value behind each percentage.

14-day free trial • No credit card required

Wood Beam (ASD, NDS 2024) - Floor HeaderSavedJ1
Bending28%Shear38%Bearing29%

Key Properties

Size and Grade
Number of Plies =
Beam Plan Length =ft
Distributed LoadsRoof Load: dead 15 psf, snow 30 psf, roof live 20 psf, wind down 30 psf, wind up -30 psf over 14 ftWall Load: dead 15 psf over 2 ftFloor Load: dead 10 psf, live 40 psf over 14 ft
Continuous Bracing for Lateral Torsional Buckling
Service ConditionDryWet

Checks

Moment Utilization =1899 lb-ft / 6731 lb-ft28%
Shear Utilization =1899 lb / 4995 lb38%
Bearing Utilization =2438 lb / 8437 lb29%
Governing Live / Short-Term Deflection =-0.00639 in (L/7509)5%
Governing Long-Term Deflection =-0.0118 in (L/4064)6%

Plies, spacing, loads and bracing are as the Floor Header preset sets them. Every input is editable in the calculator. This sheet replays 9 solves by the Calcs.com engine on 2026-11-12: 3 sizes by 3 spans. In the calculator, any size, span, spacing or load is solved the same way.

Floor header span table: 2x8 to 2x12

Each cell is the Floor Header preset solved in the Wood Beam (ASD, NDS 2024) calculator at that size and span, with every other input as the preset sets it. It shows the governing check's ratio. Above 1.00 fails.

Floor header span table, governing check ratio by member and span
Member4 ft6 ft8 ft
2x8 x 30.48ShearPasses0.95BendingPasses1.68BendingFails
2x10 x 30.38ShearPasses0.64BendingPasses1.13BendingFails
2x12 x 30.31ShearPasses0.47BendingPasses0.85BendingPasses

13 presets on one wood beam calculator

Each member preset, from Floor Joist to Deck Beam, sets up the same calculator with its own loads and deflection limits. Rafter and Hip / Valley put the member on a slope. Deck Joist and Deck Beam set wet service.

Open the Roof Header or Floor Header preset in the calculator

  1. [ 01 ]Start your free trial. You land on the app's home page.
  2. [ 02 ]Open the Wood Beam (ASD) calculator for the edition you design to.
  3. [ 03 ]Choose Roof Header or Floor Header from its presets. Its values load in, ready to change.
See the full Wood Beam (ASD, NDS 2024) calculator
Edition

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Pick the edition you design to. The sheet and the steps above follow it, and each edition has a Roof Header or Floor Header preset.

These results use the preset's loads and limits. Check every input against your project before you rely on a result. The engineer of record stays responsible for the design.

Frequently asked questions

Design your header in Calcs.com

Start from the Roof Header or Floor Header preset and check your size and span to NDS 2024.

Linking a calculation to a column in Calcs.com, with the AISC Steel Construction Manual reference attached

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