LVL Beam Span Calculator

Find the maximum span for Laminated Veneer Lumber (LVL) beams by depth, number of plies, and load. Quick LVL sizing reference.

plf
Max Span
14.3 ft
Deflection controls
Bending Limit
17.9 ft
Fb = 2,600 psi
Deflection Limit
14.3 ft
L/360
Section
3.5″ × 11.25″
S=73.8 in³, I=415 in⁴

Based on 1.9E LVL (Fb=2,600 psi, E=1.9M psi). Verify with manufacturer tables.

Planning notes, formulas, and examples

About the LVL Beam Span Calculator

Laminated Veneer Lumber (LVL) is one of the most popular engineered wood products for beams and headers. Made from thin wood veneers bonded with adhesive, LVL offers consistent strength (no knots or defects), higher allowable stresses than solid sawn lumber, and availability in long lengths and deep sections.

This LVL beam span calculator provides approximate maximum spans for common LVL depths (9.25″ to 18″) in single and multi-ply configurations. The values are based on typical 1.9E LVL properties (E = 1,900,000 psi, Fb = 2,600 psi) and assume a simply-supported, uniformly-loaded beam with L/360 live-load deflection limit.

LVL comes in standard 1.75″ thickness (matching 2× lumber width for consistent wall framing). Multiple plies are fastened together with nails or bolts to create wider beams. A 3-ply 1.75″×11.25″ LVL (5.25″ wide) is a common beam for residential construction.

When This Page Helps

LVL beams span farther than solid sawn lumber at the same depth, making them ideal for open floor plans and large headers. This calculator quickly narrows down the right LVL size for your span and load.

How to Use the Inputs

  1. Enter the total uniform load on the beam (plf).
  2. Select the LVL depth from standard options.
  3. Select the number of plies (1, 2, 3, or 4).
  4. Read the maximum span controlled by bending or deflection.
  5. Verify with the LVL manufacturer's published span tables.
Formula used
Bending span: L = √(8 × Fb × S / (w × 12)) Deflection span: L = ⁴√(384 × E × I / (5 × w/12 × 12³ / (ratio))) Max span = min(bending, deflection)

Example Calculation

Result: Max span ≈ 18.5 ft (deflection controls)

A 2-ply 1.75″×11.25″ LVL (b = 3.5″, d = 11.25″) with Fb = 2,600 psi and E = 1.9M psi: S = 3.5×11.25²/6 = 73.8 in³, I = 415 in⁴. At 400 plf, bending allows ~21 ft but deflection (L/360) limits to ~18.5 ft.

Tips & Best Practices

  • LVL must be ordered by depth and number of plies—the width is always 1.75″ per ply.
  • LVL is moisture-sensitive and should not be exposed to weather. Cover or install roof sheathing promptly after placement.
  • Standard LVL grades are 1.3E, 1.5E, 1.9E, and 2.0E—the number is the modulus of elasticity in millions of psi.
  • LVL can be special-ordered in depths up to 24″ and lengths up to 60 ft.
  • Nailing plies together: code and manufacturer typically require two rows of 16d nails at 16″ OC, staggered.
  • LVL beams need bearing plates or adequate bearing length at their supports (minimum 1.5″3.5″ depending on reaction).

LVL Products and Brands

Major LVL manufacturers include Weyerhaeuser (Microllam), Louisiana-Pacific (LPI), and Boise Cascade (Versa-Lam). While properties are similar across brands (1.9E is the most common grade), always use the specific manufacturer's published span tables for design.

When to Use LVL vs. Glulam

LVL is best for narrow, deep beams in concealed applications (floor beams, headers in walls). Glulam is better for exposed applications (aesthetics), very long spans (30+ ft), and when a wider, shallower beam is preferred.

LVL as a Header

LVL is the standard header material in modern residential construction. A 2-ply 1.75″×11.25″ LVL can header a garage-door-sized opening (16 ft) in many load conditions where a 4×12 solid beam would be marginal.

Sources & Methodology

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Frequently Asked Questions

  • LVL has higher and more consistent strength (Fb = 2,600 psi vs. 1,000 psi for DF-L #2), less variability (no knots or grain defects), and is available in long lengths. It also doesn't crown, twist, or warp like solid lumber.