Worked Examples to Eurocode 2 Volume 2: Design of Concrete Structures

• Node geometry: The example draws a hydrostatic node (CCC node) under the column. It calculates the concrete compressive strength in the node using $f_cd,node = k_1 \nu' f_cd$, where $k_1 = 1.0$ for CCC nodes.
• Tie design: The main bottom tie (tension reinforcement) is dimensioned using: $$A_s,req = \fracF_tief_yd$$
• Anchorage check: Crucially, the example verifies that the tie reinforcement is fully anchored beyond the node zone—a step often omitted in simplified software analysis.

In the context of the concrete industry, Worked Examples to Eurocode 2: Volume 2

: Cantilever wall design including geotechnical and structural stability. www.phd.eng.br Worked Example: Cantilever Retaining Wall Design

• 5.1 Tabular method vs Simplified calculation method (500°C isotherm).
• 5.2 Worked Example: R90 beam – determining axis distance for high strength concrete.
• 5.3 Worked Example: Column exposed to 4-side fire using the Zone method.

Volume 1 often deals with one-way spanning slabs. Volume 2 tackles punching shear at internal, edge, and corner columns. A classic worked example includes:

Check the National Annex:

Remember that Eurocodes allow for "Nationally Determined Parameters." Ensure the example matches the Annex required for your specific project location (e.g., UK, Ireland, or Singapore).

How this differs from Volume 1

Volume 2

Volume 1 typically covers basic beams, slabs, columns, and foundations. addresses the nuances often misunderstood or oversimplified: