Volex Labs / Calculations / Flitch beam design (steel plate + timber).

Flitch beam design (steel plate + timber).

Enter the timber sections and the steel flitch plate, and Volex Anvil designs the composite flitch beam by the transformed-section method: the combined bending stiffness EI, the share of moment taken by the plate and the timber, the stress in each material, and the deflection.

Flitch beams are a common way to strengthen timber in refurbishment; the transformed-section analysis follows Ozelton & Baird, 'Timber Designers' Manual', so load sharing and deflection match the standard reference.

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What Volex Anvil checks

Validated against the published example

Flitch beam — combined stiffness and deflection Transformed-section method; Ozelton & Baird §4.13
QuantityPublishedVolex AnvilError
Combined stiffness EI2089.3 kNm²2089.3 kNm²0.00%
Deflection15.95 mm15.95 mm0.00%
This case is one of 359 published checks the platform passes — the full table, with every source and every error, is public at volexlabs.com/verification.

Frequently asked

How is the load shared?
By relative stiffness — the transformed section distributes moment to the steel plate and timber in proportion to their EI contributions.
One plate or two?
Single central plates and paired external plates are both supported, with the bolting checked to transfer the interface shear.
Is it validated?
The combined stiffness and deflection are checked against Ozelton & Baird — within 0.00%.
Free tier?
Yes — 10 calculations a month free; Pro (£29/month) adds unlimited runs and PDF calc sheets.

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