I-Joist Span Calculator

Verify a TJI I-joist against a published span table, line-by-line. Choose the series, spacing, and load case; the terminal panel writes the bending moment, deflection limit, and bearing reaction for your selection, then checks your target span against the manufacturer-style max span at L/480. Copy the report into your takeoff sheet and confirm against the current published chart before building.

L/480 live-load deflection · educational reference
i-joist-cli — span verification✓ Benchmark Verified
$ joist verify --series="TJI 230" --spacing="16in" --load="40/10"
[2026-10-15] TJI span verification — educational reference, L/480 live
L1 w_live = 40 psf × 1.333 ft = 53.3 lb/ft
L2 w_dead = 10 psf × 1.333 ft = 13.3 lb/ft
L3 M = (53.3 + 13.3) × 20.00² × 12 / 8 = 40,000 in-lb
L4 f_b = M / S_eff (mfr-published) ⟹ compare to F_b' for TJI 230
L5 Δ_live = 5·w_live·L^4·1728 / (384·E·I_eff) ⟹ limit L/480 = 0.500"
L6 R = (53.3 + 13.3) × 20.00 / 2 = 667 lb per bearing
>> published max span for TJI 230 @ 16" o.c. (40/10) = 22'-0"
>> target 20.00 ft ⟹ PASS (≤ 22'-0", margin ≥ 1")
Measurement Point: L1 (load), L3 (moment), L5 (deflection), L6 (reaction).
Reference only. Confirm against the manufacturer's current chart and a licensed structural engineer.

What this I-joist span calculator does

An I-joist is an engineered wood framing member with LVL or solid-wood flanges bonded to an OSB web. The profile looks like a steel I-beam — narrow top and bottom flanges separated by a deeper, thinner web — and that shape is what gives the I-joist its span advantage. The flanges carry bending tension and compression; the web resists shear while adding depth cheaply. Compared to a solid 2x10 or 2x12 of the same depth, an I-joist uses about 60% less wood fiber and reaches spans no solid joist can.

This page is an i joist span calculator built around the structure of a manufacturer's span chart. Pick the TJI series, the on-center spacing, and the load case; the terminal writes out the calculation line by line so you can see exactly which measurement point (live load, dead load, bending moment, deflection limit, bearing reaction) governs the span. The published maximum span for that combination is printed on the green status line, and a target span you enter is checked against it as PASS, MARGINAL (within one inch of the limit), or FAIL.

The reference spans in the calculator and in the wood i beam span tablefurther down the page are educational values modeled on the Weyerhaeuser TJI span chart at 40 psf live / 10 psf dead residential floor load, simple-span, L/480 live-load deflection. Confirm every value against the manufacturer's current published chart and a licensed structural engineer before ordering or building.

Deconstructing the I-joist span calculation

Each line in the terminal above corresponds to one measurement point in the manufacturer's span verification. The table below maps every line to what it measures, the mechanism behind it, and the error / tolerance control that keeps it honest. Treat this as a wood beam span calculator for the engineered-joist product family — same beam theory as solid lumber, different allowable stress table.

LineMeasurement PointMechanismError / Tolerance Control
L1Live load w_l (lb/ft)w_l = psf_live × spacing / 12IRC R301.5 floor = 40 psf; bedroom = 30 psf; verify local amendment
L2Dead load w_d (lb/ft)w_d = psf_dead × spacing / 12Subfloor + finish + joist self-weight; 10 psf baseline, 20 psf for tile/mortar bed
L3Bending moment M (in-lb)M = (w_l + w_d) × L² × 12 / 8Simple-span uniform load; L in feet, multiply ×12 for inch-lb
L4Bending stress f_b (psi)f_b = M / S_eff (manufacturer-published section modulus)Compare to F_b' from Weyerhaeuser / Boise EWP catalog; do NOT use solid-lumber F_b
L5Deflection Δ_live (in)Δ = 5 × w_l × L^4 × 1728 / (384 × E × I_eff)L/480 residential floor (premium); L/360 code minimum; L/720 tile/mortar
L6Bearing reaction R (lb)R = (w_l + w_d) × L / 2Compare to web crushing limit; requires squash block / rim board at supports

The line numbers (L1–L6) appear as Measurement Point tags inside the terminal panel so you can trace each printed value back to the row above.

I-joist anatomy and notation

depthtop flange (LVL)bottom flange (LVL)OSB webflange width

The depth is the outside-to-outside distance between the flanges. TJI 110 and 210 are 9-1/2" deep; TJI 230 and 360 are 11-7/8"; TJI 560 is 16". Depth is the dominant span lever — section modulus scales with depth squared and moment of inertia with depth cubed, so adding 2 inches of depth is worth more than doubling the flange width.

The flange is the LVL strip top and bottom. Bending tension pulls the bottom flange; compression loads the top. Flange cross-section grows from 1-3/8" tall (TJI 110) up to 3-1/8" tall (TJI 560), and that is what steps a TJI 360 up to a TJI 560 at the same 11-7/8" / 16" depth.

The web is OSB, typically 3/8" thick. It carries shear and is where the pre-punched knockouts live for running wire, pipe, and ductwork. The web is also the weakest link at bearing — concentrated reactions can crush it, which is why squash blocks and structural rim boards are required at supports.

Wood I-beam span table (TJI series)

The full reference grid for all five TJI series at every common spacing, under the three typical residential floor load cases. Each cell is the maximum span allowed at L/480 live-load deflection. To use the table as a wood i beam span table, scan down the load column for your project, scan across for your spacing, then read the longest span that meets or exceeds your target.

Series (Depth)Load Case12" o.c.16" o.c.19.2" o.c.24" o.c.
TJI 110 (9-1/2")40/1017'-5"15'-10"14'-9"13'-6"
TJI 110 (9-1/2")40/2016'-9"15'-4"14'-3"13'-0"
TJI 110 (9-1/2")50/2015'-7"14'-3"13'-3"12'-1"
TJI 210 (9-1/2")40/1020'-1"18'-3"17'-0"15'-7"
TJI 210 (9-1/2")40/2019'-4"17'-8"16'-5"15'-0"
TJI 210 (9-1/2")50/2018'-0"16'-5"15'-3"13'-11"
TJI 230 (11-7/8")40/1024'-2"22'-0"20'-6"18'-9"
TJI 230 (11-7/8")40/2023'-3"21'-2"19'-8"18'-0"
TJI 230 (11-7/8")50/2021'-8"19'-9"18'-4"16'-9"
TJI 360 (11-7/8")40/1027'-6"25'-0"23'-3"21'-3"
TJI 360 (11-7/8")40/2026'-5"24'-1"22'-4"20'-5"
TJI 360 (11-7/8")50/2024'-7"22'-5"20'-10"19'-0"
TJI 560 (16")40/1037'-0"33'-9"31'-4"28'-8"
TJI 560 (16")40/2035'-7"32'-6"30'-2"27'-7"
TJI 560 (16")50/2033'-1"30'-2"28'-0"25'-7"

All values educational. Modeled on a Weyerhaeuser TJI span chart at 40/10, 40/20, and 50/20 psf (live/dead) residential floor load, simple-span, L/480. Confirm against the current manufacturer chart before specifying.

I-joist vs solid lumber: side-by-side

Where an I-joist earns its premium and where solid lumber still wins. Use this matrix alongside our solid-lumber floor joist span calculator to decide which product family is right for a given span and budget.

PropertyI-Joist (TJI / BCI)Solid Lumber (2x)
Flange materialLVL (spruce/pine or southern pine)Solid dimensional lumber (#2 SPF/DF-L)
Web materialOSB, 3/8" typical— (web = solid wood depth)
Depth for 16' span @ 16" o.c.9-1/2" (TJI 110)9-1/4" (2x10 actual)
Depth for 24' span @ 16" o.c.11-7/8" (TJI 360)11-1/4" (2x12 — borderline)
Depth for 32' span @ 16" o.c.16" (TJI 560)Not practical in solid lumber
Deflection at L/480Engineered, very consistentVariable by species and grade
Holes / notchesPre-punched web knockouts; strict hole scheduleHole rules per IRC R502.8; smaller margin
Floor vibration (L/480)Excellent — designed for L/480L/360 typical; can feel bouncy
Cost per linear foot~$2.50–$4.50 (varies by series)~$1.50–$3.00 (varies by species)
Field trimmingSkilsaw or router; cut flanges squareSkilsaw; cut square
Longest practical span~37 ft (TJI 560)~20 ft (2x12 DF-L @ 12" o.c.)

I-joists cost more per linear foot but unlock longer spans at the same depth, deliver an L/480 floor (vs the L/360 typical for solid lumber), and stay flat over time. Solid lumber is still the right answer for short spans, tight budgets, and field conditions where an I-joist web would need heavy notching.

Common I-joist pitfalls and how to avoid them

💡 Tip

For a 20-foot residential floor, a TJI 230 @ 16" o.c. is the sweet spot — it spans 22'-0" at 40/10, leaves a 2-foot margin, and delivers L/480 stiffness without stepping up to the larger-flange TJI 360. Save the TJI 360 for 24-foot spans and the TJI 560 for 30+ feet.

⚠️ Warning

The published span assumes a structural rim board and squash blocks at every bearing location. Skip either and the web crushes under the L6 reaction — a failure that does not show up until the floor is loaded. Always pair the I-joist order with the matching rim board from the same manufacturer.

❌ Don't

Do not field-cut the flanges to length and ignore the web. Cuts must go all the way through the joist square, and any hole in the web must follow the manufacturer's hole schedule (location, size, and round vs square). A "well-meaning" notch in a flange voids the span rating and is the single most common I-joist warranty denial.

I-joist installation requirements

Bearing and support

  • Minimum bearing length 1-3/4" on wood, 3-1/2" on masonry (check local code).
  • Install a squash block (solid lumber cut to match joist depth) tight against each side of the I-joist at every bearing.
  • Use a structural rim board rated by the manufacturer — 1-1/8" or 1-1/4" plywood / OSB rim, or a matching I-joist rim board.
  • Do not bear an I-joist on a wood plate narrower than 1-1/2" actual.

Holes and notches

  • Use pre-punched web knockouts for wiring; locate holes per the manufacturer's hole chart.
  • Maximum round hole size scales with depth — typically 6" in a 16"-deep TJI 560, less in shallower series.
  • Never cut or notch either flange. Cut the joist square through both flanges and the web together.
  • Keep holes at least 1/2" from any flange; group holes vertically along the web centerline.

Lateral support and blocking

  • Strap the bottom flange at 8 ft on center max during construction to prevent lateral roll.
  • Install floor sheathing with the long axis perpendicular to the joists; glue and screw.
  • Cantilever limits per the manufacturer — typically the lesser of 1/4 the span or 4 ft.
  • Stiffen the cantilever with squash blocks on both sides for point loads (e.g., a bearing wall above).

Field trimming

  • Cut both flanges and the web square in one pass with a 7-1/4" circular saw.
  • Mark the cut line on the top flange, then plumb down both faces with a speed square.
  • For seismic edge-clip / hanger connections, follow the manufacturer's detail exactly — mismatched hangers are a common I-joist failure.
  • Seal field cuts of treated I-joists per the manufacturer (treated I-joists are uncommon — most are interior only).

Choosing the right I-joist size

The decision flow is simpler than it looks. Start with the longest span on the plan, the spacing you intend to frame at (16" o.c. is the safe default; 19.2" o.c. saves one joist per eight feet), and the load case (40/10 for a normal residential floor, 40/20 for tile, 50/20 for heavy use). Pull the longest target span in feet, then pick the smallest TJI series whose published span in that column exceeds the target by at least one inch.

As a rule of thumb: 9-1/2" depth (TJI 110 / 210) for spans up to about 16 ft; 11-7/8" depth (TJI 230 / 360) for spans 16–24 ft; and 16" depth (TJI 560) for spans 24–32 ft. Above 32 ft, switch to open-web trusses or an LVL floor beam with a shorter joist span between beams. The bigger flange within the same depth steps you up by 2–3 ft of span when the smaller flange is borderline.

Cost trade: a TJI 230 at 16" o.c. for a 22-foot span is usually cheaper than a TJI 360 at 24" o.c. for the same span, because fewer linear feet of joist offset the larger flange. Run both options through the terminal panel above, copy the report, and price them at the lumberyard before committing.

TJI span calculator: one series, one answer

The TJI span calculator is the TJI-specific way to use this page: instead of reading the whole grid at once, you select a single TJI series, a single spacing, and a single load case, and the terminal panel verifies that exact combination line by line — load per joist, bending moment, bending stress, deflection at L/480, and the bearing reaction. It is the "query one cell" complement to the "read every cell" wood i beam span table above.

The two views answer different questions. The span table is for shortlisting: it shows all five TJI series side by side so you can see how each step in depth buys span. The TJI span calculator is for verification: once you have a candidate — say a TJI 230 at 16" o.c. under a 40/10 floor — it prints the full check for that one joist so you can copy the report into a takeoff or a conversation with your supplier. Working the pair together is the intended flow: shortlist on the table, verify on the calculator.

Use the per-series entries below as jump-off points; each names the depth, the flange, and the 40/10 reference span at 16" o.c. that the calculator will confirm:

TJI seriesDepthFlange40/10 span @ 16" o.c.Typical role
TJI 1109-1/2"1-3/8" LVL15'-10"Short spans, tight depth budgets
TJI 2109-1/2"1-5/8" LVL18'-3"Same 9-1/2" depth, more span
TJI 23011-7/8"1-3/4" LVL22'-0"The residential default
TJI 36011-7/8"2-1/4" LVL25'-0"Long spans at standard depth
TJI 56016"3-1/8" LVL33'-9"Great rooms, clear spans to ~37 ft

Reference values modeled on manufacturer-style charts (40 psf live / 10 psf dead, simple span, L/480). Round down to the nearest inch when ordering and confirm against the manufacturer's current published chart — series flanges and allowable loads have been revised over the years.

Educational scope

This page is a planning and takeoff reference for architects, builders, and homeowners comparing engineered wood I-joist products. The span values are educational and modeled on published manufacturer charts at L/480. They are not a substitute for the manufacturer's current published span chart, the adopted local building code, or the seal of a licensed structural engineer. Do not use this page for load-bearing designs without verification.

I-joist span — frequently asked questions

How do I use this i joist span calculator?▾

Pick the TJI series, the joist spacing, and the load case (40/10 residential, 40/20 tile/mortar, or 50/20 heavy). The terminal panel rewrites the calculation line by line for your selection and prints the maximum allowable span for that combination. The Copy Test Script button copies the entire report so you can paste it into a takeoff sheet. Because the values come from a manufacturer-style span table at L/480, this i joist span calculator returns a stiffer floor than the IRC prescriptive minimum (L/360) — most homeowners notice the difference on long spans.

What is the wood i beam span table on this page based on?▾

The wood i beam span table is a reference grid modeled on Weyerhaeuser TJI span charts at 40 psf live / 10 psf dead residential floor load, simple-span, L/480 live-load deflection. It lists TJI 110, 210, 230, 360, and 560 at 12, 16, 19.2, and 24 inches on center. Each cell is the maximum span allowed by the manufacturer under those conditions — round down to the nearest inch when ordering and always confirm against the current published chart, because series flanges and allowable loads have been revised over the years.

Is this also a wood beam span calculator for solid lumber?▾

No — this page is specifically for engineered wood I-joists (TJI / BCI / AJS series). A wood beam span calculator for solid dimensional lumber (2x6, 2x8, 2x10, 2x12) lives on our floor joist span calculator page. The two product types share the bending-moment and deflection physics, but they do not share an allowable stress table — I-joists use LVL flanges and OSB webs with their own published F_b' and E values, while solid lumber uses IRC species/grade tables. Always use the right calculator for the right product.

What is the difference between TJI 110 and TJI 360?▾

The flange size and the depth. Both TJI 110 and TJI 210 share a 9-1/2" depth, but TJI 210 has a larger LVL flange (1-5/8" vs 1-3/8" tall) and so carries more bending load. TJI 230 and TJI 360 share an 11-7/8" depth with progressively larger flanges, and TJI 560 jumps to a 16" depth with a 3-1/8" flange. The pattern: same depth, bigger flange = more span. Stepping up one depth (9-1/2" to 11-7/8" to 16") typically buys 4–6 feet of additional span at the same spacing and load.

Can I use the wood i beam span table for roof joists or rafters?▾

Not directly. The table on this page is for residential floor loads (40 psf live / 10 psf dead). Roof applications have different load cases (snow, wind uplift, 20–25 psf dead for asphalt shingles plus ceiling) and different deflection limits, and most manufacturers publish a separate roof-joist span chart. The bending-moment and deflection formulas still apply — you would swap the load case in the terminal — but the allowable F_b' and the published spans are different. Use a roof-joist chart, not a floor chart, for roof framing.

Why does the I-joist span drop so much when spacing widens from 16 to 24 inches?▾

Because the tributary load doubles. The linear load on each joist is the psf load times the spacing in feet, so 16" o.c. carries 4.00 ft of tributary (50 psf × 4.00 = 200 lb/ft) while 24" o.c. carries 6.00 ft (50 psf × 6.00 = 300 lb/ft). Bending moment goes with the square of span, so a 50% load increase forces the span down about 20% to keep stress and deflection constant. Going to 19.2" o.c. is a common compromise — it shares the load across 5 joists per 8 feet instead of 6 at 16" or 4 at 24".

What is the L/480 vs L/360 deflection limit and why does this calculator use L/480?▾

L/360 means the maximum live-load deflection is the span divided by 360 (so a 16-foot joist can sag up to 0.53 inches under full live load). L/480 tightens that to 0.40 inches over the same span, and L/720 (used for tile) to 0.27 inches. I-joist manufacturers publish tables at L/480 because engineered joists are stable enough to deliver that stiffness reliably. A wood i beam span table at L/480 will list a shorter span than the same joist at L/360 — the trade is less bounce for less span. This calculator uses L/480 to match the I-joist industry default.

Do I need squash blocks and rim boards at the supports of an I-joist?▾

Yes, almost always. The OSB web of an I-joist can crush under concentrated bearing reactions, so the manufacturer requires a squash block (a short piece of solid lumber or an I-joist offcut) tight against each side of the joist at bearing walls and beams, plus a structural rim board around the perimeter to transfer lateral loads. The reaction R printed on L6 of the terminal output is the load that the squash block and rim board must resist — it is not optional hardware, and ignoring it is one of the most common I-joist failures.

Is there a TJI span calculator for a single TJI series?▾

Yes — the terminal panel on this page works as a TJI span calculator: pick one TJI series (110, 210, 230, 360, or 560), one spacing, and one load case, and it verifies that exact combination line by line, from load per joist through bending stress, deflection at L/480, and the bearing reaction. The wood i beam span table above is the complementary view: it shows all five series at once for shortlisting, while the TJI span calculator verifies the one candidate you have chosen. Shortlist on the table, verify on the calculator, then confirm the final number against the manufacturer's current published chart.

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