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Eurocode worked examples
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EN 1993-1-1 · Steel design
Steel Beam Design
A rolled I-section floor beam: section classification, bending and shear resistance, and the deflection check — every substitution shown.
Read the worked solutionEN 1992-1-1 · Concrete design
Concrete Beam Design
Flexural design of a rectangular RC section — singly or doubly reinforced — with the shear link check on top.
Read the worked solutionEN 1995-1-1 · Timber design
Timber Beam Design
kmod and service-class factors, then bending, shear and both instantaneous and final deflection checks for a solid timber section.
Read the worked solutionEN 1995-1-1 · Danish NA
Floor Joist Design
Loads gathered from the floor build-up, then ULS bending and shear and the final SLS deflection for one joist — the NGH spreadsheet method.
Read the worked solutionEN 1991-1-3 · Danish NA
Snow Load on Roofs
The characteristic roof snow load s = μi·Ce·Ct·sk,0 — shape coefficients, exposure and terrain value combined step by step.
Read the worked solutionEN 1991-1-4 · Danish NA
Wind Load on Roofs
Peak velocity pressure, zone-by-zone net uplift and the required steel roof ties — for wind on both the facade and the gable.
Read the worked solutionEN 1991-1-4 · Maltese annex (indicative)
Wind Uplift on a Maltese Roof
Coursework-style sizing of roof ties for a Mediterranean island dwelling — peak velocity pressure on an exposed coastal site, zone-by-zone net uplift, and the steel ties that hold the roof down. Written for the University of Malta's Built Environment studies.
Read the worked solutionEN 1995-1-1 · Product-based design
Floor Joists in a Real I-Joist
The floor joist method, but with a branded engineered product: a STEICO JSJ-260/45 I-joist, section properties from its flange/web geometry — the Ubakus-style way of designing with a manufacturer's own product instead of sawn timber tables.
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