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.
[ t_ef = \fracAu \quad \textwhere A = area enclosed by centerline of walls. ] Simplified: ( t_ef \approx 2 \times \textcover + \textlink + \textbar/2 )? No – better use: For solid section, ( t_ef,i = A_ci/u_i ) – but easier: ( t_ef = \textmin(b_w, , 2c_nom + \phi_link + \phi/2) ) for each wall. Assume ( t_ef = 2 \times 35 + 10 + 12.5 = 92.5 \text mm ).
To illustrate the value of this resource, consider a three-span continuous concrete beam. Volume 1 gives you moment redistribution (Cl. 5.5) and elastic analysis. Volume 2 walks you through the verification of the moment envelope:
The worked example will literally show the three loops of calculation required when the initial bar size fails the crack width check.
For structural engineers transitioning from national standards (like BS 8110) to the pan-European Eurocode 2 (EN 1992-1-1), theory is only half the battle. The true test lies in application. While Volume 1 of many textbook series typically covers the fundamental principles and material properties, "Worked Examples to Eurocode 2 Volume 2" represents the advanced frontier—where complex, real-world structural problems meet rigorous code compliance. worked examples to eurocode 2 volume 2
This article explores why this specific volume has become an indispensable resource for practicing civil and structural engineers, what advanced topics it covers, and how to leverage these examples to avoid common design pitfalls.
The Scenario: A 15m simply supported slab bridge, width 10m, subjected to LM1 (Load Model 1) traffic loads and thermal actions.
Key Eurocode 2 Clauses applied: 6.2 (Shear), 7.2 (Stress limitations), 7.3 (Crack control).
Why this example is critical: Volume 2 emphasizes that bridges are fatigue-critical. Unlike buildings, a bridge’s tensile stress limit under frequent loads (cl. 7.2(3)) often dictates reinforcement, not the ultimate moment. While the exact table of contents varies by publisher (e
The Worked Solution Highlights:
Takeaway: Volume 2 forces you to check serviceability before ultimate, reversing the typical building design order.
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. The worked example will literally show the three
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.
[ \lambda_lim = \frac20 \cdot A \cdot B \cdot C\sqrtn ]
[ \lambda_lim = \frac20 \times 1 \times 1.396 \times 1.7\sqrt0.667 = \frac47.4640.817 \approx 58.1 ]
Volume 2 assumes you already understand basic flexure and shear. It targets specialized structures and second-order effects. Key chapters typically include:
Each example follows a rigid structure: Problem Statement → Assumptions → Actions → Analysis → Verification → Detailing.