Volex Labs / Calculations / Welded plate girder design to Eurocode 3.

Welded plate girder design to Eurocode 3.

Enter the girder geometry — flange and web plate sizes, span and stiffener spacing — and Volex Anvil designs the plate girder: the moment resistance (flanges-only where the web is slender), the web shear-buckling resistance Vbw,Rd with tension-field action to EC3-1-5 §5.3, and the transverse and bearing stiffeners.

Slender-web plate girders are governed by shear buckling, so the reduction factor χw and the contribution of the web and flanges are reported separately, following EC3-1-5 and SCI P364.

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What Volex Anvil checks

Validated against the published example

Welded plate girder — flange moment and web shear buckling EC3-1-5 §7 (flanges) and §5.3 Eq (5.2) web shear; SCI P364
QuantityPublishedVolex AnvilError
Flange moment Mf,Rd5413.8 kNm5413.8 kNm0.00%
Web shear Vbw,Rd1503 kN1503 kN0.00%
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

Does it include tension-field action?
Yes — the web shear-buckling resistance Vbw,Rd is computed with the rigid- or non-rigid-end-post tension-field contribution to EC3-1-5 §5.3.
Does it design stiffeners?
Yes — transverse intermediate and bearing stiffeners are designed to EC3-1-5 §9, with the stiffener spacing feeding the shear-buckling check.
What is it validated against?
The flange moment and web shear-buckling resistances are checked against EC3-1-5 and SCI P364 — both within 0.00%.
Free tier?
Yes — 10 calculations a month free with clause references; Pro (£29/month) adds unlimited runs and PDF calc sheets.

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