NORTH IOWALUMBER
Sizing Guide

Beams & Timbers Sizing

Comprehensive reference for structural beams and timbers — dimensions, cross sections, weight, span tables, and the difference between hand-hewn and sawn timbers.

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Beam & Timber Dimensions

Timbers are defined as lumber with a minimum dimension of 5 inches or more in both thickness and width. Beams are rectangular timbers where the width is at least 2 inches greater than the thickness. The table below covers all common sizes from 4x4 posts through 12x12 heavy timbers.

NominalActual (Dry)Cross SectionWeight / LFBF / LF
4 x 43-1/2" x 3-1/2"12.25 sq in3.4 lbs1.33
4 x 63-1/2" x 5-1/2"19.25 sq in5.4 lbs2.00
4 x 83-1/2" x 7-1/4"25.38 sq in7.1 lbs2.67
4 x 103-1/2" x 9-1/4"32.38 sq in9.0 lbs3.33
4 x 123-1/2" x 11-1/4"39.38 sq in11.0 lbs4.00
6 x 65-1/2" x 5-1/2"30.25 sq in8.4 lbs3.00
6 x 85-1/2" x 7-1/2"41.25 sq in11.5 lbs4.00
6 x 105-1/2" x 9-1/2"52.25 sq in14.6 lbs5.00
6 x 125-1/2" x 11-1/2"63.25 sq in17.6 lbs6.00
8 x 87-1/2" x 7-1/2"56.25 sq in15.6 lbs5.33
8 x 107-1/2" x 9-1/2"71.25 sq in19.8 lbs6.67
8 x 127-1/2" x 11-1/2"86.25 sq in24.0 lbs8.00
10 x 109-1/2" x 9-1/2"90.25 sq in25.1 lbs8.33
10 x 129-1/2" x 11-1/2"109.25 sq in30.4 lbs10.00
12 x 1211-1/2" x 11-1/2"132.25 sq in36.8 lbs12.00

Weights are approximate for kiln-dried Douglas Fir at ~34 lbs/ft3. Species, moisture content, and presence of defects will affect actual weight.

Load Capacity Considerations

Factors Affecting Capacity

  • 1.Species: Douglas Fir and Southern Pine have among the highest bending strengths. White Pine and Cedar are significantly weaker.
  • 2.Grade: Select Structural timber has the highest allowable stresses. No. 1 is roughly 80-90% of Select. No. 2 is 60-75% of Select.
  • 3.Moisture: Dry timber (MC below 19%) is stronger than green timber. Kiln-dried beams carry approximately 10-15% more load than green equivalents.
  • 4.Load Duration: Short-term loads (wind, seismic) allow higher stresses than permanent loads (dead weight, snow storage).

Allowable Bending Stress (Fb)

Reference values for select common beam species (Select Structural grade, dry conditions):

SpeciesFb (PSI)
Douglas Fir-Larch1,500
Southern Pine1,500
Hem-Fir1,100
SPF1,150
Red Oak1,150
White Oak1,100

Span Tables

The following tables provide general span guidance for common beam applications. These are conservative estimates based on Douglas Fir #1 grade. Always consult a structural engineer for final design decisions — especially with reclaimed timber, where hidden defects may reduce capacity.

Floor Beam Maximum Spans

Based on 40 PSF live load + 10 PSF dead load, L/360 deflection limit, Douglas Fir #1 grade.

Beam SizeSpecies / GradeSpan @ 16" OCSpan @ 24" OC
4 x 8Douglas Fir #18 ft 2 in6 ft 8 in
4 x 10Douglas Fir #110 ft 5 in8 ft 6 in
4 x 12Douglas Fir #112 ft 8 in10 ft 4 in
6 x 8Douglas Fir #110 ft 10 in9 ft 6 in
6 x 10Douglas Fir #113 ft 9 in12 ft 1 in
6 x 12Douglas Fir #116 ft 8 in14 ft 7 in

Ridge Beam Approximate Spans

Approximate maximum spans for ridge beams supporting rafters on both sides. Values assume Douglas Fir Select Structural or better.

Beam SizeMax Roof SpanLoad Condition
4 x 6Up to 10 ftLight (20 PSF snow)
4 x 8Up to 14 ftLight (20 PSF snow)
6 x 8Up to 18 ftModerate (30 PSF snow)
6 x 10Up to 22 ftModerate (30 PSF snow)
6 x 12Up to 26 ftModerate (30 PSF snow)
8 x 10Up to 28 ftHeavy (40 PSF snow)
8 x 12Up to 32 ftHeavy (40 PSF snow)
10 x 12Up to 36 ftHeavy (40 PSF snow)

Important: These span tables are for general reference only. Actual allowable spans depend on specific loading conditions, support configurations, connection details, and local building codes. A licensed structural engineer should review all beam sizing for load-bearing applications.

Post / Column Capacity Reference

Axial load capacity for timber posts varies with height, species, and end conditions. The following table shows approximate allowable axial loads for common post sizes at typical heights.

Post Size8 ft Height10 ft Height12 ft Height
4 x 412,400 lbs9,600 lbs7,400 lbs
4 x 618,600 lbs14,900 lbs11,700 lbs
6 x 633,800 lbs29,100 lbs24,200 lbs
6 x 845,100 lbs38,800 lbs32,300 lbs
8 x 863,500 lbs57,200 lbs50,200 lbs
10 x 10103,000 lbs96,000 lbs88,000 lbs
12 x 12152,000 lbs145,000 lbs136,000 lbs

Approximate values for Douglas Fir #1, pin-pin end conditions. Actual capacity depends on grade, species, bracing, and connection details.

Hand-Hewn vs. Sawn Beams

Reclaimed beams come in two primary forms: hand-hewn timbers shaped with axes and adzes, and sawn timbers processed through a sawmill. Each type has distinct characteristics that affect sizing, appearance, and structural properties.

Hand-Hewn Timbers

Dimensions: Hand-hewn timbers are never perfectly uniform. A beam labeled as 8x8 may vary from 7-1/2" to 8-3/4" along its length. Each face has subtle undulations from the axe work, and corners may be slightly rounded or irregular.

Cross Section: Typically slightly tapered from one end to the other, following the natural taper of the log. Cross sections may be slightly trapezoidal rather than perfectly rectangular.

Surface: Shows distinctive axe marks (scalloping) that are highly prized for exposed applications. The texture adds visual depth and character.

Age: Most hand-hewn timbers date from the 1700s through the 1890s. Species are typically White Oak, White Pine, American Chestnut, or Eastern Hemlock.

Best For: Exposed mantels, decorative ceiling beams, architectural accents, rustic post-and-beam construction where visual character is paramount.

Sawn Timbers

Dimensions: Sawn timbers are more consistent than hand-hewn, but reclaimed sawn timbers still tend to be closer to true nominal dimension than modern lumber. A reclaimed sawn 8x8 often measures 7-3/4" to 8" — larger than a modern 7-1/2" x 7-1/2".

Cross Section: More uniform and rectangular. May show circular saw marks (pre-1900) or band saw marks (post-1900) on surfaces.

Surface: Smoother than hand-hewn but still shows mill marks and patina. Circular saw marks appear as curved striations; band saw marks appear as straight, closely spaced lines.

Age: Sawn timbers span a wider date range, from the 1840s (when circular saws became common) through the mid-1900s. Species vary widely by region and era.

Best For: Structural applications, timber framing, exposed beams where a cleaner profile is desired, or any application requiring more consistent dimensions.

CharacteristicHand-HewnSawn (Reclaimed)Modern (New)
Dimensional ConsistencyLow (varies 1/4" - 1")Medium (varies 1/8" - 1/2")High (within 1/8")
Typical Size vs. NominalAt or above nominalNear true nominalBelow nominal
Surface TextureAxe marks, scallopedSaw marks, patinaSmooth, surfaced
Structural GradingVisual inspection onlyVisual or machine gradedMachine stress rated
Typical SpeciesOak, Pine, ChestnutMixed (region-dependent)DF, SYP, SPF
Price Range$$$$ (premium)$$$ (moderate-high)$$ (standard)
Best ApplicationDecorative / characterStructural / exposedStructural / hidden

Beam Weight for Transport Planning

Large timbers are heavy. Knowing approximate weights helps you plan equipment, transport, and installation. The table below shows weights for common beam lengths in Douglas Fir.

Size8 ft10 ft12 ft16 ft20 ft
4 x 427 lbs34 lbs41 lbs54 lbs68 lbs
6 x 667 lbs84 lbs101 lbs134 lbs168 lbs
6 x 892 lbs115 lbs138 lbs184 lbs230 lbs
8 x 8125 lbs156 lbs187 lbs250 lbs312 lbs
8 x 10158 lbs198 lbs238 lbs317 lbs396 lbs
8 x 12192 lbs240 lbs288 lbs384 lbs480 lbs
10 x 10201 lbs251 lbs301 lbs402 lbs502 lbs
10 x 12243 lbs304 lbs365 lbs486 lbs608 lbs
12 x 12294 lbs368 lbs442 lbs589 lbs736 lbs

Douglas Fir at ~34 lbs/ft3 kiln dried. Oak beams weigh approximately 35-40% more. Green timber may weigh 50-80% more than these values.