Wood Beam / Joist Span Calculator Skip to main content
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Wood Beam & Joist Span Calculator

Maximum allowable span per NDS allowable stress design with bending, shear, and deflection checks

Free wood beam span screening calculator for contractors, framers, engineers, and building officials. Enter species, grade, member size, spacing, and loading to review a span prompt with the governing check identified. Includes representative NDS Supplement rows for Douglas Fir-Larch, SPF, Southern Pine (size-specific Table 4B rows), and Hem-Fir, plus typical 2.0E-class LVL prompts. The grade stamp, current NDS edition, adopted code, actual loads, and licensed structural review govern.

Pro Tip: Deflection often controls residential span screens. L/360 at a 15-foot span corresponds to a 0.5 inch live-load deflection limit, but actual serviceability criteria, finishes, vibration, and adopted-code requirements still need qualified review.

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Wood Beam & Joist Span Calculator
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How It Works

  1. Select Member Use and Species

    Choose floor joist, ceiling joist, rafter, or header/beam. Select the wood species (Doug Fir, SPF, Southern Pine, Hem-Fir, or LVL) and grade (Select Structural, No. 1, No. 2, No. 3/Stud).

  2. Enter Size and Spacing

    Choose the nominal lumber size (2×6 through 2×14) and spacing (12, 16, 19.2, or 24 inches o.c.). For beams, select "Single member."

  3. Set Loading Conditions

    Enter dead and live loads in psf (defaults provided by use type). Choose the deflection limit (L/360, L/240, L/180) and load duration factor (normal, snow, or construction).

  4. Read the Results

    The calculator shows a screened span prompt, governing limit (bending, shear, or deflection), and utilization ratios for each check. Enter a specific span to review source-bounded utilization and alternative-size prompts.

Built For

  • Contractors collecting joist-span questions before inspection or engineer review
  • Structural engineers reviewing preliminary light-frame wood span prompts
  • Building officials cross-checking submitted member sizes as a preliminary screen before NDS/code review
  • Homeowners planning deck, addition, or renovation projects and identifying questions for a qualified designer
  • Architects screening preliminary member-size prompts during schematic design

References

  • NDS (National Design Specification) for Wood Construction, AWC, 2024 Edition
  • NDS Supplement , Reference Design Values for Wood Construction
  • IRC (International Residential Code) Tables R502.3.1 (Floor Joists), R802.4 (Ceiling Joists), R802.5.1 (Rafters)
  • AWC Span Calculator , American Wood Council

Frequently Asked Questions

The screened span is controlled by whichever simplified check reaches its limit first: bending stress, shear stress, or deflection. For many residential floor-joist prompts, deflection controls; for short, heavily loaded members, shear may become important. The app identifies the controlling check for this simplified input set.
For source-screening only, the app uses Cr = 1.15 when three or more members are spaced 24 inches or less apart. The actual sheathing, fastening, continuity, lumber condition, adopted NDS edition, and project details must be verified before relying on that factor.
The grade reflects knots, slope of grain, and other grading characteristics. The app uses representative rows so users can see how grade affects the prompt, but the actual grade stamp and current design-value source govern.
Laminated Veneer Lumber (LVL) is an engineered wood product with manufacturer-specific design values, depths, plies, connection details, and span tables. The local 2.0E-class row is only a planning prompt; use manufacturer data and qualified review for real selection.
Disclaimer: This is a source-aware screening tool based on representative NDS allowable-stress rows for simple uniform loading on simply supported members. It does not account for point loads, cantilevers, continuous spans, notches, holes, bearing conditions, lateral bracing deficiencies, moisture/temperature adjustments, incising, connection design, local code adoption, or AHJ acceptance. Structural members require licensed professional review before construction reliance.

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