While the exact table of contents varies by publisher (e.g., IStructE, fib Bulletins, or institution-specific notes like the UK’s Concrete Centre), a genuine Volume 2 will cover the following high-level topics.
Absolute yes. For any structural engineer moving from national codes (BS 8110, DIN 1045, NEN 6720) to Eurocode 2, Worked Examples Volume 2 is the Rosetta Stone.
Where the code gives you equations, Volume 2 gives you judgment. Where the code gives you clauses, Volume 2 gives you drawings. By working through its bridge, strut-and-tie, and retaining wall examples, you’ll develop the confidence to sign off on designs that are safe, economical, and fully compliant with Eurocode 2.
Final Recommendation: Pair Volume 2 with How to Design Concrete Structures using Eurocode 2 (by The Concrete Centre) and a copy of the EN 1992-1-1 code. Together, they form the complete concrete designer’s toolkit. worked examples to eurocode 2 volume 2
While the volume is a robust resource, the following limitations must be noted:
Radius of gyration ( i = h/\sqrt12 = 300/3.464 = 86.6 \text mm ) [ \lambda = \fracl_0i = \frac500086.6 \approx 57.7 ]
If you are designing a concrete structure tomorrow, here is your workflow using Volume 2: While the exact table of contents varies by publisher (e
While Volume 1 explains how to size a beam, Volume 2 explains how a building stands up, resists fire, accommodates movement, and interacts with the ground.
Looking for solved problems from Eurocode 2 (EN 1992) Volume 2: Concrete bridges and special structures? Here’s a concise post you can use to share resources or request examples.
If you want, I can:
"Worked Examples to Eurocode 2: Volume 2" provides advanced technical guidance for designing complex structural elements like foundations, retaining walls, and specialized systems beyond basic member design. It focuses on practical applications of SLS, fire design, and detailed reinforcement rules to ensure structural efficiency and compliance. For a comprehensive overview of these worked examples, visit Concrete Europe. Worked Example To Eurocode 2 Vol. 1 - Scribd
Engineers who skip Volume 2 frequently make these costly mistakes:
| Error | Volume 2 Solution |
| :--- | :--- |
| Ignoring buckling in flat slabs | Full Braced/Unbraced column check including slab stiffness |
| Using 45° for all shear struts | Calculation of actual strut angle (cot θ) based on v_Ed |
| Overlooking minimum reinforcement for crack control | Equation 7.1 (A_s,min = k_c * k * f_ct,eff * A_ct / σ_s) |
| Anchorage of bent-up bars in D-regions | Detailed node-to-node anchorage check | While the volume is a robust resource, the