Intermediate

Wood Beam Span Calculator — Max Joist & Rafter Span

Select the lumber size and species, enter the total load (live + dead) and joist spacing, and get the maximum safe span — governed by either bending stress or deflection, whichever is more limiting.

Nominal lumber size

Wood species / grade

psf

Live load + dead load in pounds per square foot (residential floors: 40 + 10 = 50 psf)

in

Centre-to-centre spacing between beams (e.g. 12, 16 or 24 in)

Deflection limit

ft

Enter the span you want to achieve to check whether it is safe
Maximum safe span
14.6ft

Governed by bending (bending limit 14.6 ft, deflection limit 769.6 ft)

Adjusted Fb
990 psi
Modulus of elasticity E
1,600,000 psi
Section modulus S
21.39 in³
Linear load on beam
66.7 lbs/ft
Your desired span vs calculated maximum: Near limit
1.5″ × 9.25″
b = 1.5h = 9.25
Beam cross-section (actual dimensions in inches)
Step by step
  1. 1

    Linear load (lbs/in)

    50 × (16 ÷ 12) ÷ 12 = 5.556
  2. 2

    Bending span limit (ft)

    √(8 × 990 × 21.39 ÷ 5.556) ÷ 12 = 14.6
  3. 3

    Deflection span limit (ft)

    ∛(384 × 1,600,000 × 98.93 × 360 ÷ (5 × 5.556)) ÷ 12 = 769.6
  4. 4

    Maximum safe span

    min(14.6, 769.6) = 14.6
    Governed by bending — the more restrictive of the two limits controls.
Results are estimates for general information only and are not professional advice — always verify important results independently before relying on them. Read the full disclaimer.
Quick answer

How does this calculator work?

Max span = min[√(8·Fb·CF·S / w), ∛(384·E·I·Δratio / (5·w))], where all quantities are in inches and lbs. Fb and E come from NDS 2018 No. 2 design values; w = load_psf × spacing_ft / 12 lbs/in. Results are approximate — consult an engineer for structural applications.

Formula
L_bending = √(8·Fb·S / w) • L_deflection = ∛(384·E·I·Δ_limit_ratio / (5·w)) • L_max = min(both)
How this is calculated

A uniformly loaded simple beam fails first by either bending (the fibre stress exceeds the allowable value Fb) or by deflecting too much. The bending limit gives L ≤ √(8·Fb·S / w), where S = b·h²/6 is the section modulus. The deflection limit (e.g. L/360 for stiff floors) gives L ≤ ∛(384·E·I·ratio / (5·w)), where I = b·h³/12 is the moment of inertia and ratio is the denominator (360, 240 or 180). The more restrictive of the two governs. All calculations use consistent inch-pound units; the linear load w = total_psf × spacing_ft / 12 in lbs/in.

Design values (Fb and E) are taken from the 2018 NDS Supplement for No. 2 grade, visually graded Dimension Lumber, adjusted by the NDS size factor CF (1.5 for 2×4 up to 1.0 for 2×12 and deeper). Actual lumber dimensions use the standard dressed sizes: a 2×10 is 1½″ × 9¼″ actual, for example. The same set of formulas underlies published residential span tables, so results should broadly agree with NDS Table F1 for matching inputs.

Important limitations: this calculator applies to simply-supported, uniformly loaded single-span members only. It does not apply to cantilevers, multi-span beams, point loads, non-rectangular cross-sections, glulam, LVL or I-joists, or situations where load duration factors, wet-service corrections or bearing-area checks are needed. For code-compliant structural design, consult a licensed structural engineer.

Frequently asked questions

The most common residential assumption is 40 psf live load (people and furniture) plus 10–15 psf dead load (framing, subfloor, flooring) for a total of 50–55 psf. Heavier applications like a bedroom over a garage or a tiled bathroom floor may use 50 psf live load. Check your local building code for the required live-load value.

L/360 is the standard floor joist limit — it prevents cracking of brittle finishes like plaster or tile and feels solid underfoot. L/240 is common for roofs and ceiling joists where there is no plaster. L/180 is a relaxed limit sometimes allowed for rafters carrying only roofing material.

Published span tables sometimes use slightly different load assumptions, include repetitive-member factors (Cr = 1.15 for joists spaced ≤ 24″ and loaded in parallel), or apply different duration-of-load adjustments. This calculator uses unadjusted No. 2 design values without the repetitive-member factor, so it is slightly conservative compared to most residential span tables.

Also known as

floor joist span calculator
wood joist span calculator
lumber span calculator
rafter span calculator
beam span table calculator
maximum beam span calculator
structural lumber calculator
wood framing span calculator

APA

TG we-Calculate Editorial Team. (2026). Wood Beam Span Calculator — Max Joist & Rafter Span [Online calculator]. TG we-Calculate. https://we-calculate.com/calculator/wood-beam-span-calculator

Chicago

TG we-Calculate Editorial Team. "Wood Beam Span Calculator — Max Joist & Rafter Span." TG we-Calculate. 2026. https://we-calculate.com/calculator/wood-beam-span-calculator.

IEEE

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BibTeX

@misc{wecalculate_wood_beam_span_calculator, title = {Wood Beam Span Calculator — Max Joist & Rafter Span}, author = {{TG we-Calculate Editorial Team}}, howpublished = {\url{https://we-calculate.com/calculator/wood-beam-span-calculator}}, year = {2026}, note = {TG we-Calculate} }

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