lvl beam span calculator

LVL Beam Span Calculator

LVL beam spans are manufacturer-specific; this tool calculates the load demand and compares it with the capacity value you enter from the exact product table.

Inputs

ft
ft
psf
plf

Results

Immediate estimate
LVL load comparisonWithin entered capacity500 plf required vs 700 plf entered
Proposed span12 ft
Required uniform load500 plf
Approximate end reaction3,000 lb
Capacity ratio1.4x

Diagram

LVL beam load

Tributary load is converted to line load and compared with entered LVL capacity.

Clear spanTributary widthAllowable load
  • Clear span
  • Tributary width
  • Allowable load

How this calculator works

Enter proposed span, tributary width, design load, and a published manufacturer allowable load to compare an LVL beam candidate.

Demand model

The calculator multiplies tributary width by design load to estimate required uniform line load in pounds per linear foot.

Capacity model

The result compares that demand with the user-entered allowable uniform load from a manufacturer table for the same span and application.

Why no generic LVL table

LVL products differ by manufacturer, grade, depth, ply count, fastening, bearing, and deflection criteria, so this MVP avoids generic span claims.

Required line loadtributary width x design load
Uniform loadrequired line load x proposed span
Comparisonentered manufacturer allowable plf >= required plf

Assumptions

  • Beam: double LVL compared as a simple-span uniform-load case.
  • Capacity: The allowable plf value is user-entered from a manufacturer table for the same span and application.

Worked examples

Floor beam comparison

Compares entered LVL table capacity with estimated line load.

Within entered capacityLVL load comparison

Heavier tributary width

Shows a capacity warning when line load grows.

Within entered capacityLVL load comparison

FAQ

Where do I get the allowable load?

Use the span or load table from the exact LVL manufacturer and product you plan to buy.

Does this size bearing posts?

No. It reports an approximate end reaction, but bearing, posts, studs, and footings need separate checks.

Can I use this for point loads?

No. This MVP assumes a simple-span uniformly loaded beam.

Sources and review

Reviewed 2026-07-20. Planning estimates only; confirm project-specific requirements.

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